WO2019198254A1 - Method for purifying contaminated ground - Google Patents

Method for purifying contaminated ground Download PDF

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Publication number
WO2019198254A1
WO2019198254A1 PCT/JP2018/024273 JP2018024273W WO2019198254A1 WO 2019198254 A1 WO2019198254 A1 WO 2019198254A1 JP 2018024273 W JP2018024273 W JP 2018024273W WO 2019198254 A1 WO2019198254 A1 WO 2019198254A1
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WO
WIPO (PCT)
Prior art keywords
borehole
ozone
ground
water vapor
temperature
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PCT/JP2018/024273
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French (fr)
Japanese (ja)
Inventor
須美夫 山本
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株式会社沙羅
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Publication of WO2019198254A1 publication Critical patent/WO2019198254A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C1/00Reclamation of contaminated soil
    • B09C1/08Reclamation of contaminated soil chemically

Definitions

  • the present invention relates to a method for purifying contaminated ground, and in particular, high-temperature alkali-containing water vapor in which an alkali compound is dissolved in moisture in the ground of the contaminated area through a borehole penetrating into the ground of the contaminated area,
  • the present invention relates to a method for purifying contaminated ground in which an ozone-containing gas containing ozone is injected as a composition gas.
  • the land contaminated by a pollutant mainly composed of volatile organic compounds such as trichlorethylene and tetrachloroethylene.
  • VOCs volatile organic compounds
  • the ozone-containing gas and water are alternately injected into the ground through the borehole that has penetrated into the ground, and the alkaline liquid is supplied at a predetermined time zone at the end of the time zone during which water is injected.
  • the contaminated ground is purified by injecting it into the ground.
  • the present invention has been made in order to solve such problems, and can sufficiently vaporize VOCs in the ground and promote the reaction between the vaporized VOCs and ozone. It aims at providing the purification method of the contaminated ground which can purify effectively.
  • the method for purifying contaminated ground according to the present invention is characterized in that alkali-containing water vapor obtained by dissolving an alkali compound in water of high-temperature water vapor having a high temperature at a first temperature is An alkali-containing water vapor injection step for injecting into the ground through an injection hole drilled in a direction intersecting the longitudinal direction of the first borehole penetrating into the first borehole, and a position spaced from the first borehole And supplying the ozone-containing gas containing ozone as a composition gas to a plurality of second boreholes penetrating into the ground so as to surround the first borehole, the second borehole pipe And an ozone-containing gas injection step of injecting the ozone-containing gas into the ground through an injection hole formed in a direction intersecting the longitudinal direction.
  • the method for purifying contaminated ground according to the invention described in claim 2 is characterized in that, in the method for purifying contaminated ground according to claim 1, the first temperature is a temperature of 200 ° C. or higher and 300 ° C. or lower. To do.
  • the method for purifying contaminated ground according to the invention described in claim 3 is the method for purifying contaminated ground according to claim 1 or 2, wherein the ozone-containing gas injection step is performed before the alkali-containing water vapor injection step. Alternatively, both processes are started at the same time.
  • the method for purifying contaminated ground according to the invention described in claim 4 is the method for purifying contaminated ground according to any one of claims 1 to 3, wherein the alkali-containing water vapor is an infinite number of alkali compounds.
  • the small piece is exposed to the high-temperature water vapor, and is produced by dissolving the alkali compound in the water of the high-temperature water vapor.
  • the method for purifying contaminated ground according to the invention described in claim 5 is the method for purifying contaminated ground according to claim 4, wherein the alkali-containing water vapor is an infinite number of alkali compounds filled in the first borehole.
  • the body is formed by being exposed to the high temperature steam supplied to the first borehole and dissolving the alkali compound in the water of the high temperature steam.
  • the method for purifying contaminated ground according to the invention described in claim 6 is the method for purifying contaminated ground according to claim 5, wherein the semi-high temperature steam having a second temperature lower than the first temperature is the first temperature.
  • the high-temperature steam is generated by being supplied into the borehole and heated by a heating device disposed in the first borehole.
  • the method for purifying contaminated ground according to the invention described in claim 7 is the method for purifying contaminated ground according to claim 6, wherein the second temperature is a temperature not lower than 100 ° C and lower than 200 ° C. To do.
  • the method for purifying contaminated ground according to the invention described in claim 8 is the method for purifying contaminated ground according to any one of claims 1 to 7, wherein the alkali-containing steam injection step and the ozone-containing gas are used. After the injection step is completed, the ozone-containing gas is supplied to the first borehole, and the ozone-containing gas is injected into the ground through the injection hole of the first borehole. A gas injection step is further provided.
  • the method for purifying contaminated ground according to the invention described in claim 9 is the method for purifying contaminated ground according to claim 8, wherein, in the additional ozone-containing gas injection step, a third temperature lower than the first temperature. Is supplied to the first borehole together with the ozone-containing gas, and the quasi-high temperature steam and the ozone-containing gas are injected into the ground through the injection hole of the first borehole. It is characterized by doing so.
  • pours ozone-containing gas through an injection hole in the position spaced apart from the 1st borehole which inject
  • the temperature when it reaches the vicinity of the second borehole is lower than the temperature immediately after being injected into the ground from the injection hole of the first borehole, by vaporizing .
  • the ozone-containing gas injected into the ground through the injection hole of the second borehole Ozone is not decomposed into oxygen in a short time by the heat of the alkali-containing water vapor that reaches the vicinity of the second borehole from the first borehole.
  • the water vapor injected into the ground through the injection hole of the first borehole reaches the vicinity of the second borehole.
  • the vaporization of underground VOCs and mineral oil is promoted by the heat of the high temperature alkali-containing water vapor.
  • the vaporized VOCs and mineral oil are conveyed by alkali-containing water vapor and reach the vicinity of the second borehole in a gas state with a relatively low temperature, so that the reached VOCs and mineral oil are contained in the ozone-containing gas. Reacts actively with ozone.
  • the ozone in the ground through a plurality of second borehole injection holes that are spaced from the first borehole and that surround the first borehole. Since the gas is injected, the vaporized VOCs and mineral oil that are to diffuse toward the outside of the periphery of the first borehole are reliably purified by reacting with ozone in the ozone-containing gas. Moreover, since alkali-containing water vapor
  • the alkali-containing water vapor injected into the ground through the injection hole of the first borehole is Since there is a high temperature state before reaching the vicinity of the second borehole, vaporization of underground VOCs is promoted by the heat of the high temperature alkali-containing water vapor.
  • the ozone-containing gas injection step is started prior to the alkali-containing water vapor injection step or both steps are simultaneously started, the ground is introduced through the injection hole of the first borehole. Until the alkali-containing water vapor injected therein reaches the vicinity of the second borehole, a sufficient amount of ozone-containing gas necessary for purification can be secured in the vicinity of the second borehole.
  • the alkali-containing water vapor is generated by exposing countless small pieces of the alkali compound to the high-temperature water vapor and dissolving the alkali compound in the water of the high-temperature water vapor. Water vapor can be easily generated.
  • the alkali-containing water vapor is obtained by exposing the countless small pieces of the alkali compound filled in the first borehole to the high-temperature water vapor supplied to the first borehole. Since it is generated by dissolving an alkali compound in the moisture of water vapor, an apparatus for producing alkali-containing water vapor can be configured with a simple structure.
  • the high temperature steam is generated by heating the semi-high temperature steam by the heating device disposed in the first borehole, the high temperature steam just generated is Immediately, it can be injected into the ground through the injection hole of the first borehole. For this reason, underground VOCs and mineral oil can be effectively vaporized by the heat of water vapor in a high temperature state.
  • the apparatus for generating the quasi-high temperature steam since the second temperature is a temperature not lower than 100 ° C. and lower than 200 ° C., the apparatus for generating the quasi-high temperature steam has an extremely large steam heating capability. There is no need to prepare.
  • the ozone-containing gas is supplied to the first borehole, and the first borehole is injected through the injection hole. And an additional ozone-containing gas injection step for injecting the ozone-containing gas into the ground. For this reason, the mineral oil that remains in a liquid state without being vaporized by the mineral oil that existed in the ground between the first and second boreholes is not subjected to the alkali-containing steam injection step.
  • the soaping is due to the implementation of an additional ozone-containing gas injection step. Promoted by ozone in ozone-containing gas.
  • the semi-high temperature steam having a third temperature lower than the first temperature is supplied to the first borehole along with the ozone-containing gas,
  • the semi-hot water vapor and ozone-containing gas were injected into the ground through the injection hole of one borehole.
  • the mineral oil remaining in the liquid state without being vaporized by the mineral oil existing in the ground between the first and second boreholes is reliably heated by the quasi-high temperature steam.
  • it is vigorously reacted with the alkali compound in the alkali-containing steam remaining after being injected into the ground to be soaped, and the soaping is promoted by ozone in the ozone-containing gas.
  • FIG. 1 In order to carry out the method for purifying contaminated ground according to the embodiment of the present invention, a state is shown in which a part of the contaminated area where a plurality of boreholes are penetrated into the ground as viewed from above the ground is increased.
  • FIG. 1 shows a state in which the ground of a place where a method for purifying contaminated ground is carried out is viewed from above.
  • R is the underground M mainly due to contaminants composed of VOCs and mineral oil.
  • the area including the area where the soil is contaminated is shown.
  • this region R a plurality of small regions each having a substantially regular hexagonal shape having a certain length L1 (for example, 1 meter) on the ground are continuously set in a honeycomb shape in all directions on the ground without any gaps. ing. In FIG. 1, these small areas are set at 10 places (small areas R1 to R10) for the sake of simplicity.
  • test tubes 3 are respectively connected to points O1 to O10 corresponding to the centers of the substantially regular hexagons in the small regions R1 to R10 to a predetermined depth (for example, 10 meters) in the ground M substantially parallel to each other. (Not shown). These boreholes 3 constitute the “first borehole” in the present invention.
  • the predetermined depth is substantially parallel to the borehole 3 penetrating the points O1 to O10.
  • the boreholes 5 are penetrated into the underground M to substantially the same depth or deeper than the predetermined depth. These boreholes 5 constitute a “second borehole” in the present invention.
  • the length L1 of one side of the substantially regular hexagonal shape described above is supplied to the test tube 3 at points O1 to O10 corresponding to the center of the substantially regular hexagonal shape by a steam supply device 9 and an ozone-containing gas supply device 11 described later.
  • the water vapor and the ozone-containing gas are set to such a length that they can flow through the underground M and reach each borehole 5 at the point A corresponding to each vertex of the substantially regular hexagonal shape.
  • Each borehole 3 and each borehole 5 are, for example, long ones formed by connecting a plurality of short steel or stainless steel boreholes having an outer diameter and an inner diameter of 34 millimeters and 25 millimeters and a length of 1 to 2 meters, respectively.
  • the borehole 3 and the borehole 5 are configured.
  • the length of the borehole 3 or the borehole 5 is insufficient as it penetrates into the underground M, the borehole 3 or the borehole 5 is penetrated into the underground M while connecting and connecting the boreholes.
  • the short bore pipes in which the male screw portion and the female screw portion are respectively engraved at both ends of the short bore tube, the male screw portion of one borehole and the female screw portion of the other borehole Are connected to each other.
  • each borehole 3 is provided with a through hole 3a in a direction intersecting the longitudinal direction
  • each borehole 5 is provided with a through hole 5a in a direction intersecting the longitudinal direction.
  • the shape of the through hole 3a and the through hole 5a is formed in an elliptical shape, a slit shape, or a circular shape that is long in the longitudinal direction of the test tube 3 and the test tube 5.
  • the size of the through hole 3a is smaller than the small piece 27 so that an alkali compound small piece 27 described later does not pass therethrough.
  • Examples of the diameter when the through hole 3a is circular include 2.5 to 4.5 millimeters.
  • the shape and size of the through hole 5a may be formed in the same manner as the through hole 3a or may be different.
  • a plurality of through-holes 3 a are drilled in the vicinity of the drilling member 7 on the side surface of the short borehole to which the drilling member 7 is screwed, of the shortest drilling tubes constituting each drilling tube 3.
  • a plurality of through-holes 5 a are formed in the vicinity of the excavation member 7 on the side surface of the short borehole to which the excavation member 7 is screwed.
  • the through-hole 3a constitutes the “first borehole injection hole” in the present invention
  • the through-hole 5a constitutes the “second borehole injection hole” in the present invention
  • the through-hole 3a and the four through-holes 5a are each formed in four directions around the axis at intervals of 90 degrees when viewed from the direction along the axis of the short bore tube.
  • each test bore short tube of the test tube 3 and each test tube short tube of the test tube 5 are made of the same material, size and structure, and the test tube 3 and the test tube 5 are the same.
  • the present invention is not limited to this, and the borehole 3 and the borehole 5 may be made of different materials, dimensions, and structures.
  • each of the boreholes 3 penetrating the points O1 to O10 is connected to the water vapor supply device 9 and the ozone-containing gas supply device 11 to form a small region.
  • the ozone-containing gas supply device 11 is connected to each borehole 5 penetrating at six points A ... corresponding to the vertices of the substantially regular hexagonal shapes in R1, R3, R8, and R10.
  • FIG. 4 for the convenience of drawing, only the portions related to the small regions R1 to R3 in the small regions R1 to R10 shown in FIG. 1 are shown.
  • the lower end of a cylindrical connecting tube 15 (see FIGS. 2 and 5) is screwed to the upper end of each borehole 3.
  • Female threaded portions 15 a and 15 b are respectively carved on the inner peripheral surfaces of the upper and lower portions of the connecting pipes 15.
  • the female threaded portions 15 a of the lower portions of the connecting pipes 15 are formed on the outer peripheral portion of the upper end portion of each borehole 3.
  • the formed male screw portions 3b are screwed in an airtight manner.
  • Male threaded parts 17a carved on the outer peripheral surface of the lower part of the cylindrical nipple 17 are screwed into the female threaded parts 15b at the upper part of each connection pipe 15, respectively.
  • Female threaded portions 21 a carved on the inner peripheral surface of the lower part of the cylindrical joint 21 are screwed to the male threaded portions 17 b carved on the outer peripheral surface of the upper part of each nipple 17.
  • a male screw portion 23a engraved on the outer peripheral surface of one end portion of the water vapor branch pipe 23 is screwed to the female screw portion 21b engraved on the inner peripheral surface of the upper end portion of each joint 21.
  • the other end of the steam branch pipe 23 is connected to the middle part in the longitudinal direction of the steam collecting pipe 25, and the steam collecting pipe 25 is connected to the steam supply device 9.
  • the high-temperature steam generated by the steam supply device 9 passes through the steam collecting pipe 25, the steam branch pipe 23, the joint 21, the nipple 17 and the connecting pipe 15 in this order, and is supplied to each borehole pipe 3.
  • each borehole 3 is filled with countless small pieces 27 of an alkali compound (see the figure shown in FIG. 2 by enlarging the portion surrounded by the dashed-dotted ellipse in FIG. 2).
  • a heating device 29 is disposed above each region in each of the test tubes 3 filled with the countless small pieces 27... With a certain gap in the vertical direction.
  • the alkali compound include potassium hydroxide and sodium hydroxide.
  • the shape of the single small piece 27 include a granular shape, a spherical shape, a tablet shape, a bead shape, and a flake shape. The size of the single small piece 27 is such that high-temperature steam after heating can pass smoothly through countless small pieces 27...
  • the alkali-containing steam is efficiently generated by being exposed to the high-temperature steam. Is desirable.
  • the dimension corresponding to the outer diameter is 5 to 6 millimeters.
  • the length of one side is preferably 5 to 6 millimeters.
  • each of the pair of electric wires 31, 31 each having one end connected to the upper end of the heating device 29 extends to the outside through a communication hole 15 c drilled in the middle in the longitudinal direction of the connection pipe 15.
  • Each of the extended other end portions is electrically connected to a control device 33 a in the control panel 33.
  • a seal member 34 is attached to an outer peripheral portion of a portion inserted through the communication hole 15 c of the connection pipe 15, and the gap between the pair of electric wires 31, 31 and the seal member 34 is set.
  • the space between the seal member 34 and the communication hole 15c is hermetically sealed.
  • Each of the joints 21 has a female threaded portion 21c formed in a through hole formed in a side portion in the middle in the longitudinal direction.
  • the female threaded portion 21c is formed at one end of the ozone-containing gas branch pipe 35.
  • the male screw portions 35a are screwed in an airtight manner.
  • the other end of each ozone-containing gas branch pipe 35 is connected to a first collecting pipe 37a, and the first collecting pipe 37a is connected to the ozone-containing gas main pipe 38 connected to the ozone-containing gas supply device 11 with a first electromagnetic wave. It is connected via a type open / close valve 39.
  • the ozone-containing gas generated by the ozone-containing gas supply device 11 is generated by switching the first electromagnetic on-off valve 39 so that the ozone-containing gas main pipe 38 communicates with the second collecting pipe 37a.
  • the pipe 38, the first electromagnetic open / close valve 39, the first collecting pipe 37a, the ozone-containing gas branch pipe 35, the joint 21, the nipple 17 and the connecting pipe 15 are passed through these in this order and are supplied to the boreholes 3 respectively.
  • male screw portions 5b (in FIG. 3) formed on the outer peripheral portion of the upper end portion of each borehole 5 that penetrates into the respective six points A in the small regions R1, R3, R8, R10.
  • the female threaded portion 45a engraved on the lower inner peripheral surface of the cylindrical connecting tube 45 is screwed in an airtight manner.
  • Male threaded portions 47a formed at one end of the ozone-containing gas branch tube 47 are screwed in an airtight manner to female threaded portions 45b carved on the inner peripheral surface of the upper end portion of each connecting tube 45.
  • each ozone-containing gas branch pipe 47 is connected to a second collecting pipe 37b, and the second collecting pipe 37b is connected to the ozone-containing gas main pipe 38 via the first electromagnetic on-off valve 39. Yes.
  • a second electromagnetic switching valve 49 is disposed in the middle in the longitudinal direction of each ozone-containing gas branch pipe 47.
  • a female threaded portion 45c is engraved in each of the through-holes drilled in the side portion in the longitudinal direction of each connecting tube 45.
  • the female threaded portion 45c has a male threaded portion formed at one end of the gas sampling tube 51. 51a is screwed in an airtight manner.
  • Connected to the other end of the gas sampling tube 51 is a connector 53 to which a concentration measuring device (not shown) for measuring the concentration of gas sampled from the underground M through the borehole 5 is connected.
  • the ozone-containing gas generated by the ozone-containing gas supply device 11 is changed to the ozone-containing gas main pipe by switching the first electromagnetic on-off valve 39 so that the ozone-containing gas main pipe 38 communicates with the second collecting pipe 37b. 38, the first electromagnetic open / close valve 39, the second collecting pipe 37b, the ozone-containing gas branch pipe 47, and the connecting pipe 45 are respectively supplied to the boreholes 5 through the order.
  • the water vapor supply device 9 includes a boiler 9a constituting the main body and a pressure adjusting device 9b disposed on the upper portion of the boiler 9a, and a water vapor collecting pipe 25 is connected to the pressure adjusting device 9b.
  • the pressure adjusting device 9b has a function of adjusting the pressure of the steam supplied from the boiler 9a to the steam collecting pipe 25 to be constant. There is a correlation between the pressure of water vapor and the temperature. When the pressure is determined, the temperature is also determined according to the pressure. For example, the temperature when the water vapor pressure is 0.3 MPa (megapascal) is about 134 ° C. The temperature of the water vapor supplied to the water vapor collecting pipe 25 is adjusted by adjusting the pressure of the water vapor by the pressure adjusting device 9b.
  • the pressure adjusting device 9b is controlled by the control device 33a so that the temperature of the water vapor becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C. For this reason, it is not necessary to prepare an apparatus for generating steam that has an extremely large steam heating capability.
  • the predetermined temperature in the range of 100 ° C. or higher and lower than 200 ° C. constitutes the “second temperature” in the present invention.
  • the temperature of 150 degreeC can be mentioned, for example.
  • the heating device 29 is connected to one end of each electric wire 31, and a columnar electric heater 61 that generates heat when current flows through each electric wire 31, and the electric heater 61 includes And a heat exchanger 63 to be inserted.
  • the heat exchanger 63 includes a cylindrical heat radiating pipe 65 and a belt-shaped heat radiating fin 67 that is wound around and bound to the outer periphery of the heat radiating pipe 65 in a spiral shape.
  • an adhesive 69 having a good thermal conductivity (a portion surrounded by an ellipse indicated by a two-dot chain line in FIG. 6).
  • the ozone-containing gas supply device 11 is connected to an oxygen cylinder 71 containing oxygen gas via an oxygen gas supply pipe 73, and the oxygen gas in the oxygen cylinder 71 is ozone. It is introduced into the contained gas supply device 11. Ozone is generated by silent discharge by the discharge tube inside the ozone-containing gas supply device 11, and ozone is mixed with oxygen at a predetermined ratio to generate ozone-containing gas.
  • a gas in which ozone is 1 to 10 percent by volume and the remainder is oxygen can be mentioned.
  • the ozone-containing gas thus generated is supplied from the ozone-containing gas supply device 11 to the ozone-containing gas main pipe 38 at a pressure of, for example, 0.8 to 1.1 MPa (megapascal).
  • the above-described electric drive devices of the pressure adjusting device 9b of the water vapor supply device 9, the ozone-containing gas supply device 11, the first electromagnetic on-off valve 39, and the second electromagnetic switching valve 49 should be appropriately controlled. These are electrically connected to a control device 33a in the control panel 33 via electric wires (not shown).
  • FIG. 8 shows a plurality of points B to be investigated in order to identify the contaminated area by investigating the land in which the soil in the ground M is contaminated by pollutants composed of VOCs and mineral oil. It shows the state when the ground where is set is viewed from above.
  • the plurality of points B... Are set in an area that is estimated to be a contaminated area in consideration of a specific use for each area of the land to be investigated.
  • the plurality of points B... Thus set are set such that the distances between the adjacent points B are all set to the length L2 when the ground is viewed from above, and the points B are set in an aligned state.
  • the length L2 may be the same length as L1, but may be a length different from L1. Needless to say, the smaller the length of L2, the better the accuracy of the contamination investigation.
  • a method of investigating is that an iron or stainless steel gas sampling tube (not shown) made of a tube (for example, an outer diameter and an inner diameter of 14 mm and 9 mm, respectively) thinner than the test tube 3 and the test tube 5 is provided at each point B.
  • gas is sampled through the gas sampling tube, and the concentration of the collected VOCs gas is measured by a concentration measuring device 79 described later.
  • a drilling member for excavating the underground M and drilling a hole in the ground E is bound to the distal end portion of the gas sampling pipe, and a plurality of through holes are drilled on the side surface in the vicinity of the drilling member. ing. Gas is collected through these through holes.
  • any depth of 0.5 to 2 meters (for example, 1 meter) can be mentioned.
  • the concentration of the VOCs gas at each point B is measured.
  • the concentration can be known, and thereby the contaminated area of the ground can be specified two-dimensionally. If the measured value of the measured gas concentration is larger than a preset VOCs concentration determination value (a reference value that can be determined as not contaminated by VOCs), it is determined that the gas is contaminated. Judge as uncontaminated. A region S surrounded by an alternate long and short dash line in FIG.
  • the contaminated region determined to be contaminated is viewed from above, and a region R surrounded by a two-dot chain line wider than the region S. These are areas set based on the area S, and indicate areas from which purification work will be performed.
  • the distance between the outer edge of the region S and the outer edge of the region R is set to 1 to 2 meters, for example.
  • the boreholes 3 were inserted into the points O1 to O10 to the depths of 1 to 2 meters shallower than the depth at which the groundwater layer is assumed to exist, and then connected to the upper end of each borehole 3.
  • Suction pump (not shown) is sucked through a gas sampling pipe (not shown), and the presence or absence of groundwater is investigated for each point O1 to O10. If the groundwater is not aspirated, it penetrates the borehole 3 slightly deeper, and then it is aspirated with a suction pump, and the presence of groundwater is investigated again. Repeat the further penetration of each borehole 3 and the investigation for the presence or absence of groundwater until the groundwater is aspirated.
  • the borehole 3 is gradually lifted by the borehole device until the groundwater is not aspirated, and the lifting operation of the borehole 3 is completed at the depth when the groundwater is no longer aspirated. Leave tube 3 penetrating.
  • each borehole 5 surrounding each of the boreholes 3 at the points O1, O3, O8, and O10 are respectively formed by the borehole device. Intrude.
  • the depth of penetration of each borehole 5 is the same as the depth of penetration of the borehole 3 surrounded by the borehole 5.
  • the steam supply device 9 and the control panel 33 are connected via an electric wire (not shown),
  • the steam supply device 9 is connected to the connection pipe 75 attached to the upper end portion of each borehole 3 that has penetrated into the points O1, O3, O8, and O10 via the steam branch pipe 23 and the steam collecting pipe 25.
  • a concentration measuring device 79 is connected to a connecting pipe 77 attached to the upper end portion of each borehole 5 surrounding each borehole 3 inserted into the points O1, O3, O8, O10 via a gas sampling pipe 51 and a connector 53. Connect.
  • the concentration measuring device 79 is for measuring the concentration of various gases.
  • the control panel 33 is operated to supply the water vapor generated by the water vapor supply device 9 to each borehole 3 that has penetrated into the points O1, O3, O8, and O10.
  • the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C.
  • An example of the predetermined temperature is 150 ° C.
  • the quasi-high-temperature steam at the predetermined temperature is supplied into each borehole 3 and injected into the ground M through the through-hole 3a of the borehole 3, and VOCs in the ground M are vaporized by the heat of the injected steam. Is done. While injecting semi-high temperature steam into the underground M through each borehole 3, the gas of VOCs vaporized in the underground M is sucked and collected by the concentration measuring device 79 through each borehole 5 and the gas sampling pipe 51. Then, the concentration of the collected gas is measured by the concentration measuring device 79.
  • the borehole 3 and the six boreholes 5 surrounding the borehole 3 are respectively the same amount from the ground M (set in advance).
  • the gas concentration is again measured by the concentration measuring device 79.
  • the borehole 3 and the borehole 3 Repeat the further lifting of the six boreholes 5 surrounding and measuring the gas concentration.
  • the test tube 3 and the test tube 5 are pulled up for each of the small regions R1, R3, R8, and R10 shown in FIG.
  • the borehole 3 and the 6 boreholes 5 surrounding the borehole 3 are left penetrating at that depth.
  • the borehole 3 and the six boreholes 5 surrounding the borehole 3 are in a state of being penetrated at the same depth in the ground M.
  • the control panel 33 is operated to open all the second electromagnetic switching valves 49, and the ozone-containing gas main pipe 38 and the second collecting pipe 37b communicate with each other.
  • the ozone-containing gas produced by the ozone-containing gas supply device 11 is inserted into each borehole 5 penetrating into the small regions R1, R3, R8, R10 shown in FIG. Supply gas.
  • ozone containing gas is inject
  • FIG. This injection step constitutes the “ozone-containing gas injection step” in the present invention.
  • the control panel 33 When a predetermined time (for example, 30 minutes to 1 hour) has elapsed since the start of the ozone-containing gas injection step, the control panel 33 is operated to supply power to the electric heater 61 of the heating device 29 and to be generated by the water vapor supply device 9
  • the drilled steam is passed through each of the boreholes 3 penetrating into the points O1, O3, O8, and O10 shown in FIG. 1 through the steam collecting pipe 25, the steam branching pipe 23, the joint 21, the nipple 17 and the connecting pipe 15. Supply to tube 3.
  • the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C.
  • the predetermined temperature constitutes the “second temperature” in the present invention.
  • An example of the predetermined temperature is 150 ° C.
  • the heat exchanger of the heating device 29 It passes through a spiral passage formed by 63 and the inner peripheral surface of the borehole 3 while turning.
  • the steam is sufficiently heated by the electric heater 61 that is energized and heated to a high temperature, and high-temperature steam having a predetermined temperature in the range of 200 ° C. to 300 ° C. is generated.
  • the high temperature steam just generated can be immediately injected into the underground M through the through hole 3a of the borehole 3, and the VOCs and mineral oil in the underground M are effectively removed by the heat of the high temperature steam.
  • the predetermined temperature in the range of 200 ° C. or higher and 300 ° C. or lower constitutes the “first temperature” in the present invention.
  • An example of the predetermined temperature is 250 ° C.
  • the amount of electric power supplied to the electric heater 61 of the heating device 29 is controlled by the control device 33a so as to reach such a predetermined temperature.
  • the high-temperature steam after heating passes between the countless small pieces 27 of the alkali compound filled in the lower end portion of the borehole 3 so that the countless small pieces 27 of the alkali compound become high-temperature steam.
  • the alkali compound is dissolved in the moisture of the high-temperature steam by exposure, and as a result, alkali-containing steam is generated. For this reason, it is possible to easily generate alkali-containing water vapor and to configure an apparatus for generating alkali-containing water vapor with a simple structure.
  • the generated alkali-containing water vapor is injected into the underground M through each through hole 3a of each borehole 3 in a high temperature state. This injection step constitutes the “alkali-containing water vapor injection step” in the present invention.
  • the ozone-containing gas injection step is started before the alkali-containing water vapor injection step.
  • the present invention is not limited to this, and both steps may be started simultaneously.
  • an ozone-containing gas in an amount necessary for purification is supplied to the borehole. 5 can be secured sufficiently in the vicinity of 5.
  • the alkali-containing water vapor is supplied to the borehole 3 and injected into the underground M through the through hole 3a. Since the alkali-containing water vapor injection step is performed, the VOCs and mineral oil in the gaseous state that diffused toward the periphery of the borehole 3 and reached the vicinity of the borehole 5 are the through holes 5a of the boreholes 5a.
  • the ozone effectively reacts with ozone in the ozone-containing gas injected into the underground M via the oxidization, and oxidative decomposition by ozone is actively performed. For this reason, substantially all of the VOCs existing around the borehole 3 are reliably purified in a short time, and part of the mineral oil (vaporized) compatible with the VOCs is also reliably purified.
  • the alkali compound contained in the alkali-containing water vapor is potassium hydroxide or sodium hydroxide
  • chlorine and hydrochloric acid generated by oxidative decomposition of VOCs with ozone are neutralized with the alkali compound and harmless sodium chloride and potassium chloride Is generated.
  • disassembly of ozone by chlorine or hydrochloric acid can be suppressed effectively, and it does not need to lose
  • pours ozone-containing gas through each through-hole 5a is penetrated in the underground M in the position away from the borehole 3 which inject
  • the alkali-containing water vapor injected into the underground M through the through-hole 3a of the borehole 3 has a high temperature state before reaching the vicinity of the borehole 5, the heat of the hot alkali-containing water vapor is high.
  • the vaporized VOCs and mineral oil are transported by alkali-containing water vapor and reach the vicinity of the borehole 5 in a gas state with a relatively low temperature. Therefore, the VOCs and mineral oil that have reached in the gas state are contained in the ozone-containing gas. Reacts actively with ozone.
  • the ozone-containing gas is injected into the underground M through the through-holes 5a of the plurality of boreholes 5 inserted at the position away from the borehole 3 and surrounding the borehole 3. Therefore, the vaporized VOCs and mineral oil that try to diffuse outward around the borehole 3 react with ozone in the ozone-containing gas and are reliably purified. Further, the mineral oil remaining without being vaporized by the mineral oil existing around each borehole 3 becomes a high-temperature liquid state by the heat of the high-temperature alkali-containing water vapor, and the alkali compound in the alkali-containing water vapor As it reacts, it is oxidized and soaped by ozone in the ozone-containing gas.
  • the control panel 33 When this first purification operation is performed for a predetermined time (for example, 5 to 6 hours), the control panel 33 is operated to supply the semi-high temperature steam by the steam supply device 9 and the ozone-containing gas by the ozone-containing gas supply device 11. The supply of electric power to the electric heater 61 of the supply and heating device 29 is temporarily stopped. Then, a concentration measuring device 79 is connected to each connector 53 connected to the connection pipe 45 of each borehole 5 via the gas sampling pipe 51, and the VOCs gas is sucked from the underground M via each borehole 5. Then, the concentration of the collected gas is measured.
  • a concentration measuring device 79 is connected to each connector 53 connected to the connection pipe 45 of each borehole 5 via the gas sampling pipe 51, and the VOCs gas is sucked from the underground M via each borehole 5. Then, the concentration of the collected gas is measured.
  • the first-stage purification operation is continued until the measured value of the VOCs concentration is equal to or lower than the VOCs concentration determination value. At this time, the concentration of the gas sampled through some of the six boreholes 5 surrounding the borehole 3 is not more than the VOCs concentration determination value, but was taken through the remaining boreholes 5.
  • the supply of ozone-containing gas is continued to the remaining borehole 5 and the borehole 5 adjacent to the remaining borehole 5, while the other boreholes 5 (the gas concentration is equal to or lower than the VOCs concentration determination value) connected to the ozone-containing gas branch pipe 47, the second electromagnetic switching valve 49 is opened and closed to the borehole 5 Stop supply of contained gas. This is to avoid wasteful supply of the ozone-containing gas.
  • Second-stage purification operation When the first-stage purification operation is completed, the control panel 33 is operated to cut off the energization of the heater 29 of the heating device 29 and the ozone-containing gas main pipe 38 is The first electromagnetic on-off valve 39 is switched so as to communicate with the one collecting pipe 37a. Thereby, the ozone containing gas produced
  • the semi-high temperature steam having a predetermined temperature generated by the steam supply device 9 is also supplied to each of the boreholes 3 at the points O1, O3, O8, and O10, and countless small pieces of alkali compounds in the boreholes 3 are obtained.
  • the innumerable small pieces 27 of the alkali compound are exposed to the quasi-high temperature steam, and the alkali compound is dissolved in the water of the quasi-high temperature steam to generate alkali-containing steam.
  • steam is inject
  • the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in the range of 100 ° C. or higher and lower than 200 ° C. .
  • the predetermined temperature constitutes a “third temperature” in the present invention.
  • the predetermined temperature may be the same temperature (for example, 150 ° C.) as the predetermined temperature of the water vapor supplied to each borehole tube 3 in the first-stage purification operation or a different temperature.
  • the mineral oil remaining in the liquid state without being vaporized or soaped by the mineral oil present around each borehole 3 in the purification operation of the first stage is the quasi Alkaline in the alkali-containing water vapor that is injected into the ground M in the first-stage purification operation and remains around each of the boreholes 3 by being heated to a high temperature liquid state by the high temperature water vapor. It is soaped by vigorously reacting with the compound and the alkali compound in the alkali-containing water vapor injected into the ground M in this second stage purification operation.
  • This soaping is further promoted by ozone in the ozone-containing gas injected into the underground M in the second stage purification operation.
  • the compound produced by soaping the mineral oil is water-soluble and dissolves in water to become a nutrient of microorganisms and to be biologically processed and purified.
  • the semi-high temperature water vapor is not supplied to each borehole 3 and only the ozone-containing gas is injected into the underground M through the through-hole 3a of each borehole 3. May be.
  • the mineral oil reacts with the alkali compound in the alkali-containing water vapor and the ozone in the ozone-containing gas in a liquid state with a relatively high temperature due to the residual heat remaining in the underground M, and is soaped. .
  • the control panel 33 When this second stage purification operation is performed for a predetermined time (for example, 5 to 6 hours), the control panel 33 is operated to supply the semi-high temperature steam by the steam supply device 9 and the ozone-containing gas supply by the ozone-containing gas supply device 11. Stop supplying temporarily.
  • the concentration measuring device 79 is connected to the connector 53 connected to the connecting pipe 45 of each borehole 5 via the gas sampling pipe 51, and the mineral oil gas is discharged from the underground M via the borehole 5. Collect by suction and measure the concentration of the collected gas.
  • the mineral oil concentration judgment value (a reference value that can be judged as not contaminated with mineral oil)
  • Second-stage purification work after depth change After the "(6) First-stage purification work after depth change" is completed, the control panel 33 is operated to connect the heating device 29 to the electric heater 61.
  • the first electromagnetic on-off valve 39 is switched so that the energization is interrupted and the ozone-containing gas main pipe 38 and the first collecting pipe 37a communicate with each other, and the same as the above-mentioned “(5) Second stage purification operation”. Perform the above procedure again.
  • the boreholes 5 are connected to all the points A that surround the points O2, O4, O7, and O9 and are not penetrated by the borehole device. Intrude. Thereby, each borehole 3 penetrated into the points O2, O4, O7, and O9 is surrounded by six boreholes 5, respectively.
  • the depth of penetration of the six boreholes 5 is the same as the depth of penetration of the borehole 3 surrounded by the six boreholes 5. Therefore, when the depth of the borehole 5 already penetrated in the previous purification operation is different from the depth of the borehole 3 surrounded by the borehole 5, the borehole is matched with the depth of the borehole 3. Re-penetrate tube 5.
  • innumerable small pieces 27 of the alkaline compound are filled in each of the test tubes 3 at the points O2, O4, O7, and O9, and are attached to the test tubes 3 at the points O1, O3, O8, and O10, respectively.
  • the connecting pipes 15, the nipples 17, the joints 21, and the heating devices 29 are removed and reattached to the test tubes 3 at the points O 2, O 4, O 7, and O 9, and the steam supply devices 9 are connected to the test tubes 3.
  • the piping is performed again so that the water vapor generated in step 1 and the ozone-containing gas generated in the ozone-containing gas supply device 11 are supplied.
  • the contained gas branch pipe 47 and the like are left attached to the borehole 5, while the connecting pipe 45 and the ozone-containing gas branch pipe attached to each of the boreholes 5 in the small regions R 1, R 3, R 8, and R 10 other than them. 47 and the like are removed and reattached to each of the test tubes 5 in the small regions R2, R4, R7, and R9 where the connecting pipe 45 and the ozone-containing gas branch pipe 47 are not attached.
  • the control panel 33 is operated to perform the operations from “(4) First-stage purification work” to “(8) First-stage and second-stage purification work after re-depth change” described above. The same operation is performed for each borehole 3 and each borehole 5 in the small regions R2, R4, R7, and R9.
  • the area around the small areas R5 and R6 (the small areas R1 to R4, R7 to R10) was purified before the small areas R5 and R6.
  • the water vapor injected through the borehole 3 and the borehole 5 This is because VOCs and mineral oil existing outside the small regions R5 and R6 in the vicinity of the outer periphery of the small regions R5 and R6 are prevented from diffusing outward from the small regions R5 and R6 by the ozone-containing gas. That is, by purifying the regions around the small regions R5 and R6 (small regions R1 to R4, R7 to R10) first, when performing the purification operation of the small regions R5 and R6, the regions outside the small regions R5 and R6 are outside. Since VOCs and mineral oil do not exist in the direction, VOCs and mineral oil do not diffuse outward from the small regions R5 and R6.
  • the small regions R1, R3, R8, and R10 are simultaneously purified, then the small regions R2, R4, R7, and R9 are simultaneously purified, and finally the small region R5. , R6 are purified at the same time.
  • the present invention is not limited to this, and each small region may be purified by shifting the time sequentially one by one.
  • or R10 into the small area which consists of a substantially regular hexagon shape, six points A corresponding to each vertex of a substantially regular hexagon shape.
  • the borehole 5 is penetrated into ..., the number of boreholes 5 to be penetrated is further increased by 6 for each small region, and the number of boreholes 5 penetrating around one borehole 3 is determined. A total of 12 may be used.
  • FIG. 10 shows only the small region R1. In addition to the six boreholes 5 penetrating at the points A in the small region R1, six boreholes 5 are further penetrated at the points C.
  • a state in which the ground into which a total of twelve boreholes 5 are inserted is viewed from above. These points C are positioned at points corresponding to the vertices of a substantially regular hexagonal shape indicated by a one-dot chain line in FIG.

Abstract

The purpose of the invention is to provide a method for purifying contaminated ground that can sufficiently vaporize VOCs in the ground, can promote a reaction between the vaporized VOCs and ozone, and, as a consequence, can effectively purify contaminated soil. A high-temperature vapor containing alkali made by dissolving an alkali compound into high-temperature water vapor at a high first temperature is injected into the ground via through-holes penetrating a drill pipe 3 inserted into the ground. An ozone-containing gas that includes ozone as a composition gas is supplied to a plurality of drill pipes 5 inserted into the ground away from the drill pipe 3 so as to surround the drill pipe 3, and the ozone-containing gas is injected into the ground via through-holes penetrating the drill pipes 5.

Description

汚染地盤の浄化方法Purification method for contaminated ground
 本発明は、汚染地盤の浄化方法に関し、特に、汚染領域の地盤に貫入された試錐管を介して汚染領域の地中に、アルカリ化合物が水分中に溶解してなる高温のアルカリ含有水蒸気や、組成ガスとしてオゾンを含むオゾン含有ガスを注入するようにした汚染地盤の浄化方法に関するものである。 The present invention relates to a method for purifying contaminated ground, and in particular, high-temperature alkali-containing water vapor in which an alkali compound is dissolved in moisture in the ground of the contaminated area through a borehole penetrating into the ground of the contaminated area, The present invention relates to a method for purifying contaminated ground in which an ozone-containing gas containing ozone is injected as a composition gas.
 特許文献1に示されている従来の汚染地盤の浄化方法においては、主に、トリクロロエチレンやテトラクロロエチレン等の揮発性有機化合物(volatile organic compounds 以下「VOCs」という。)からなる汚染物質によって汚染された地中に貫入された試錐管を介して、オゾン含有ガスと水とを時間をずらして交互に地中に注入すると共に、水を注入する時間帯の終期側における所定の時間帯にアルカリ液を水と共に地中に注入することで汚染地盤を浄化するようにしている。 In the conventional method for purifying contaminated ground shown in Patent Document 1, the land contaminated by a pollutant mainly composed of volatile organic compounds (hereinafter referred to as “VOCs”) such as trichlorethylene and tetrachloroethylene. The ozone-containing gas and water are alternately injected into the ground through the borehole that has penetrated into the ground, and the alkaline liquid is supplied at a predetermined time zone at the end of the time zone during which water is injected. At the same time, the contaminated ground is purified by injecting it into the ground.
特開2008-272575号公報JP 2008-272575 A
 しかしながら、従来の汚染地盤の浄化方法では、オゾン含有ガス中のオゾンとVOCsとの反応の促進を阻害する要因をアルカリ液の注入によって、ある程度、取り除くことはできるものの、地中に注入されるオゾン含有ガス,水およびアルカリ液の温度が高くないためにVOCsを十分気化することができず、オゾン含有ガス中のオゾンとVOCsとの反応を促進することができなかった。この結果、汚染地盤を効果的に浄化することができなかった。 However, in the conventional purification method of contaminated ground, although the factor that hinders the promotion of the reaction between ozone in the ozone-containing gas and VOCs can be removed to some extent by the injection of alkaline liquid, the ozone injected into the ground VOCs could not be sufficiently vaporized because the temperatures of the contained gas, water and alkaline liquid were not high, and the reaction between ozone in the ozone-containing gas and VOCs could not be promoted. As a result, the contaminated ground could not be effectively purified.
 本発明はこのような問題を解消するためになされたもので、地中のVOCsを十分気化することができると共に気化されたVOCsとオゾンとの反応を促進することができ、延いては汚染地盤を効果的に浄化することができる汚染地盤の浄化方法を提供することを目的とする。 The present invention has been made in order to solve such problems, and can sufficiently vaporize VOCs in the ground and promote the reaction between the vaporized VOCs and ozone. It aims at providing the purification method of the contaminated ground which can purify effectively.
 この目的を達成するために、本発明に係る汚染地盤の浄化方法は、高温の第一の温度を有する高温水蒸気の水分中にアルカリ化合物が溶解してなるアルカリ含有水蒸気を高温の状態で、地中に貫入された第一の試錐管にその長手方向と交差する方向に穿設された注入孔を介して地中に注入するアルカリ含有水蒸気注入工程と、前記第一の試錐管から離間した位置で、かつ、該第一の試錐管を囲繞するように地中に貫入された複数の第二の試錐管に、組成ガスとしてオゾンを含むオゾン含有ガスを供給して、前記第二の試錐管にその長手方向と交差する方向に穿設された注入孔を介して地中に前記オゾン含有ガスを注入するオゾン含有ガス注入工程とを備えたものである。 In order to achieve this object, the method for purifying contaminated ground according to the present invention is characterized in that alkali-containing water vapor obtained by dissolving an alkali compound in water of high-temperature water vapor having a high temperature at a first temperature is An alkali-containing water vapor injection step for injecting into the ground through an injection hole drilled in a direction intersecting the longitudinal direction of the first borehole penetrating into the first borehole, and a position spaced from the first borehole And supplying the ozone-containing gas containing ozone as a composition gas to a plurality of second boreholes penetrating into the ground so as to surround the first borehole, the second borehole pipe And an ozone-containing gas injection step of injecting the ozone-containing gas into the ground through an injection hole formed in a direction intersecting the longitudinal direction.
 請求項2に記載した発明に係る汚染地盤の浄化方法は、請求項1に記載の汚染地盤の浄化方法において、前記第一の温度は、200℃以上300℃以下の温度であることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 2 is characterized in that, in the method for purifying contaminated ground according to claim 1, the first temperature is a temperature of 200 ° C. or higher and 300 ° C. or lower. To do.
 請求項3に記載した発明に係る汚染地盤の浄化方法は、請求項1または請求項2に記載の汚染地盤の浄化方法において、前記オゾン含有ガス注入工程を前記アルカリ含有水蒸気注入工程より先に、または、両工程を同時に開始するようにしたことを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 3 is the method for purifying contaminated ground according to claim 1 or 2, wherein the ozone-containing gas injection step is performed before the alkali-containing water vapor injection step. Alternatively, both processes are started at the same time.
 請求項4に記載した発明に係る汚染地盤の浄化方法は、請求項1ないし請求項3のうち何れか一つに記載の汚染地盤の浄化方法において、前記アルカリ含有水蒸気は、アルカリ化合物の無数の小片体が前記高温水蒸気に晒されて該高温水蒸気の水分中に前記アルカリ化合物が溶解することで生成されることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 4 is the method for purifying contaminated ground according to any one of claims 1 to 3, wherein the alkali-containing water vapor is an infinite number of alkali compounds. The small piece is exposed to the high-temperature water vapor, and is produced by dissolving the alkali compound in the water of the high-temperature water vapor.
 請求項5に記載した発明に係る汚染地盤の浄化方法は、請求項4に記載の汚染地盤の浄化方法において、前記アルカリ含有水蒸気は、第一の試錐管内に充填されたアルカリ化合物の無数の小片体が、前記第一の試錐管に供給される前記高温水蒸気に晒されて該高温水蒸気の水分中に前記アルカリ化合物が溶解することで生成されることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 5 is the method for purifying contaminated ground according to claim 4, wherein the alkali-containing water vapor is an infinite number of alkali compounds filled in the first borehole. The body is formed by being exposed to the high temperature steam supplied to the first borehole and dissolving the alkali compound in the water of the high temperature steam.
 請求項6に記載した発明に係る汚染地盤の浄化方法は、請求項5に記載の汚染地盤の浄化方法において、前記第一の温度より低い第二の温度を有する準高温水蒸気が前記第一の試錐管内に供給されて、第一の試錐管内に配設された加熱装置により加熱されることで前記高温水蒸気が生成されることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 6 is the method for purifying contaminated ground according to claim 5, wherein the semi-high temperature steam having a second temperature lower than the first temperature is the first temperature. The high-temperature steam is generated by being supplied into the borehole and heated by a heating device disposed in the first borehole.
 請求項7に記載した発明に係る汚染地盤の浄化方法は、請求項6に記載の汚染地盤の浄化方法において、前記第二の温度は、100℃以上200℃未満の温度であることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 7 is the method for purifying contaminated ground according to claim 6, wherein the second temperature is a temperature not lower than 100 ° C and lower than 200 ° C. To do.
 請求項8に記載した発明に係る汚染地盤の浄化方法は、請求項1ないし請求項7のうち何れか一つに記載の汚染地盤の浄化方法において、前記アルカリ含有水蒸気注入工程と前記オゾン含有ガス注入工程とが終了した後に前記第一の試錐管に前記オゾン含有ガスを供給して、前記第一の試錐管の前記注入孔を介して地中に前記オゾン含有ガスを注入する追加のオゾン含有ガス注入工程をさらに備えていることを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 8 is the method for purifying contaminated ground according to any one of claims 1 to 7, wherein the alkali-containing steam injection step and the ozone-containing gas are used. After the injection step is completed, the ozone-containing gas is supplied to the first borehole, and the ozone-containing gas is injected into the ground through the injection hole of the first borehole. A gas injection step is further provided.
 請求項9に記載した発明に係る汚染地盤の浄化方法は、請求項8に記載の汚染地盤の浄化方法において、前記追加のオゾン含有ガス注入工程では、前記第一の温度より低い第三の温度を有する準高温水蒸気を前記オゾン含有ガスと共に前記第一の試錐管に供給して、前記第一の試錐管の前記注入孔を介して地中に前記準高温水蒸気および前記オゾン含有ガスを注入するようにしたことを特徴とするものである。 The method for purifying contaminated ground according to the invention described in claim 9 is the method for purifying contaminated ground according to claim 8, wherein, in the additional ozone-containing gas injection step, a third temperature lower than the first temperature. Is supplied to the first borehole together with the ozone-containing gas, and the quasi-high temperature steam and the ozone-containing gas are injected into the ground through the injection hole of the first borehole. It is characterized by doing so.
 請求項1記載の発明によれば、高温のアルカリ含有水蒸気を注入孔を介して注入する第一の試錐管から離間した位置に、注入孔を介してオゾン含有ガスを注入する第二の試錐管が地中に貫入されているので、第一の試錐管の注入孔を介して地中に注入された高温のアルカリ含有水蒸気は、第二の試錐管の近傍に到達するまでに地中のVOCsを気化したり地中の土壌に接触することで、第二の試錐管の近傍に到達したときの温度が、第一の試錐管の注入孔から地中に注入された直後の温度より低下する。このため、高温のアルカリ含有水蒸気を第一の試錐管の注入孔を介して地中に注入しても、第二の試錐管の注入孔を介して地中に注入されたオゾン含有ガス中のオゾンが、第一の試錐管から第二の試錐管の近傍に到達したアルカリ含有水蒸気の熱によって短時間で酸素に分解されることはない。 According to invention of Claim 1, the 2nd borehole which inject | pours ozone-containing gas through an injection hole in the position spaced apart from the 1st borehole which inject | pours high temperature alkali-containing water vapor | steam through an injection hole Is inserted into the ground, so that the high temperature alkali-containing water vapor injected into the ground through the injection hole of the first borehole reaches the vicinity of the second borehole before reaching the vicinity of the second borehole. The temperature when it reaches the vicinity of the second borehole is lower than the temperature immediately after being injected into the ground from the injection hole of the first borehole, by vaporizing . For this reason, even if hot alkali-containing water vapor is injected into the ground through the injection hole of the first borehole, the ozone-containing gas injected into the ground through the injection hole of the second borehole Ozone is not decomposed into oxygen in a short time by the heat of the alkali-containing water vapor that reaches the vicinity of the second borehole from the first borehole.
 また、高温のアルカリ含有水蒸気を第一の試錐管に供給することで、第一の試錐管の注入孔を介して地中に注入された水蒸気は、第二の試錐管の近傍に到達するまでには高温の状態があるので、その高温のアルカリ含有水蒸気の熱により地中のVOCsや鉱油の気化が促進される。そして、その気化されたVOCsや鉱油はアルカリ含有水蒸気により搬送され、比較的温度が低下した気体の状態で第二の試錐管の近傍に到達するので、その到達したVOCsや鉱油はオゾン含有ガス中のオゾンと活発に反応する。 In addition, by supplying high temperature alkali-containing water vapor to the first borehole, the water vapor injected into the ground through the injection hole of the first borehole reaches the vicinity of the second borehole. Has a high temperature state, the vaporization of underground VOCs and mineral oil is promoted by the heat of the high temperature alkali-containing water vapor. The vaporized VOCs and mineral oil are conveyed by alkali-containing water vapor and reach the vicinity of the second borehole in a gas state with a relatively low temperature, so that the reached VOCs and mineral oil are contained in the ozone-containing gas. Reacts actively with ozone.
 また、第一の試錐管から離間した位置で、かつ、該第一の試錐管を囲繞するように地中に貫入された複数の第二の試錐管の注入孔を介して地中にオゾン含有ガスを注入するようにしたので、第一の試錐管の周囲外方に向かって拡散しようとする気化したVOCsや鉱油は、オゾン含有ガス中のオゾンと反応して確実に浄化される。
 また、第一の試錐管の注入孔を介してアルカリ含有水蒸気が地中に注入されるので、気体状態のVOCsと共にアルカリ含有水蒸気も第二の試錐管の近傍に到達する。このため、VOCsがオゾンにより酸化分解されて生成された塩素や塩酸は、アルカリ含有水蒸気中に含まれるアルカリ化合物と中和して無害な安定化合物になる。この結果、塩素や塩酸によるオゾンの分解を効果的に抑制することができ、オゾンを無駄に消失させずに済む。
Also, it contains ozone in the ground through a plurality of second borehole injection holes that are spaced from the first borehole and that surround the first borehole. Since the gas is injected, the vaporized VOCs and mineral oil that are to diffuse toward the outside of the periphery of the first borehole are reliably purified by reacting with ozone in the ozone-containing gas.
Moreover, since alkali-containing water vapor | steam is inject | poured in the ground through the injection hole of a 1st borehole, alkali-containing water vapor | steam reaches | attains the 2nd borehole vicinity with VOCs of a gaseous state. For this reason, chlorine and hydrochloric acid produced by oxidative decomposition of VOCs with ozone are neutralized with alkali compounds contained in the alkali-containing water vapor to become harmless stable compounds. As a result, the decomposition of ozone by chlorine or hydrochloric acid can be effectively suppressed, and ozone can be prevented from being lost unnecessarily.
 請求項2記載の発明によれば、第一の温度は、200℃以上300℃以下の温度であるので、第一の試錐管の注入孔を介して地中に注入されたアルカリ含有水蒸気は、第二の試錐管の近傍に到達するまでには高温の状態があるため、その高温のアルカリ含有水蒸気の熱により地中のVOCsの気化が促進される。
 請求項3記載の発明によれば、オゾン含有ガス注入工程をアルカリ含有水蒸気注入工程より先に、または、両工程を同時に開始するようにしたので、第一の試錐管の注入孔を介して地中に注入されたアルカリ含有水蒸気が第二の試錐管の近傍に到達するまでには、浄化に必要な量のオゾン含有ガスを第二の試錐管の近傍に十分確保することができる。
According to the invention of claim 2, since the first temperature is a temperature of 200 ° C. or more and 300 ° C. or less, the alkali-containing water vapor injected into the ground through the injection hole of the first borehole is Since there is a high temperature state before reaching the vicinity of the second borehole, vaporization of underground VOCs is promoted by the heat of the high temperature alkali-containing water vapor.
According to the invention described in claim 3, since the ozone-containing gas injection step is started prior to the alkali-containing water vapor injection step or both steps are simultaneously started, the ground is introduced through the injection hole of the first borehole. Until the alkali-containing water vapor injected therein reaches the vicinity of the second borehole, a sufficient amount of ozone-containing gas necessary for purification can be secured in the vicinity of the second borehole.
 請求項4記載の発明によれば、アルカリ含有水蒸気は、アルカリ化合物の無数の小片体が高温水蒸気に晒されて該高温水蒸気の水分中にアルカリ化合物が溶解することで生成されるので、アルカリ含有水蒸気を容易に生成することができる。
 請求項5記載の発明によれば、アルカリ含有水蒸気は、第一の試錐管内に充填されたアルカリ化合物の無数の小片体が、第一の試錐管に供給される高温水蒸気に晒されて該高温水蒸気の水分中にアルカリ化合物が溶解することで生成されるので、アルカリ含有水蒸気を生成するための装置を単純な構造により構成することができる。
According to the invention of claim 4, the alkali-containing water vapor is generated by exposing countless small pieces of the alkali compound to the high-temperature water vapor and dissolving the alkali compound in the water of the high-temperature water vapor. Water vapor can be easily generated.
According to the invention of claim 5, the alkali-containing water vapor is obtained by exposing the countless small pieces of the alkali compound filled in the first borehole to the high-temperature water vapor supplied to the first borehole. Since it is generated by dissolving an alkali compound in the moisture of water vapor, an apparatus for producing alkali-containing water vapor can be configured with a simple structure.
 請求項6記載の発明によれば、第一の試錐管内に配設された加熱装置により準高温水蒸気が加熱されることで高温水蒸気が生成されるようにしたので、生成されたばかりの高温水蒸気を直ちに第一の試錐管の注入孔を介して地中に注入することができる。このため、高温の状態の水蒸気の熱により地中のVOCsや鉱油を効果的に気化することができる。 According to the invention described in claim 6, since the high temperature steam is generated by heating the semi-high temperature steam by the heating device disposed in the first borehole, the high temperature steam just generated is Immediately, it can be injected into the ground through the injection hole of the first borehole. For this reason, underground VOCs and mineral oil can be effectively vaporized by the heat of water vapor in a high temperature state.
 請求項7記載の発明によれば、第二の温度は、100℃以上200℃未満の温度であるので、準高温水蒸気を生成するための装置としては、水蒸気の昇温能力が極端に大きなものを準備する必要がない。 According to the invention described in claim 7, since the second temperature is a temperature not lower than 100 ° C. and lower than 200 ° C., the apparatus for generating the quasi-high temperature steam has an extremely large steam heating capability. There is no need to prepare.
 請求項8記載の発明によれば、アルカリ含有水蒸気注入工程とオゾン含有ガス注入工程とが終了した後に第一の試錐管にオゾン含有ガスを供給して、第一の試錐管の注入孔を介して地中にオゾン含有ガスを注入する追加のオゾン含有ガス注入工程をさらに備えている。このため、第一の試錐管と第二の試錐管との間の地中に存在していた鉱油で気化されずに液体の状態で残存していた鉱油が、アルカリ含有水蒸気注入工程の実施で地中に注入され第一の試錐管の周囲に残存しているアルカリ含有水蒸気中のアルカリ化合物と反応して石鹸化される際に、その石鹸化が、追加のオゾン含有ガス注入工程の実施によるオゾン含有ガスのオゾンにより促進される。 According to the invention described in claim 8, after the alkali-containing water vapor injection step and the ozone-containing gas injection step are completed, the ozone-containing gas is supplied to the first borehole, and the first borehole is injected through the injection hole. And an additional ozone-containing gas injection step for injecting the ozone-containing gas into the ground. For this reason, the mineral oil that remains in a liquid state without being vaporized by the mineral oil that existed in the ground between the first and second boreholes is not subjected to the alkali-containing steam injection step. When it is soaped by reacting with alkali compounds in the alkali-containing water vapor injected into the ground and remaining around the first borehole, the soaping is due to the implementation of an additional ozone-containing gas injection step. Promoted by ozone in ozone-containing gas.
 請求項9記載の発明によれば、追加のオゾン含有ガス注入工程では、第一の温度より低い第三の温度を有する準高温水蒸気をオゾン含有ガスと共に第一の試錐管に供給して、第一の試錐管の注入孔を介して地中に準高温水蒸気およびオゾン含有ガスを注入するようにした。このため、第一の試錐管と第二の試錐管との間の地中に存在していた鉱油で気化されずに液体の状態で残存していた鉱油は、準高温水蒸気により確実に昇温されるので、地中に注入されて残存しているアルカリ含有水蒸気中のアルカリ化合物と活発に反応して石鹸化され、該石鹸化がオゾン含有ガス中のオゾンにより促進される。 According to the ninth aspect of the invention, in the additional ozone-containing gas injection step, the semi-high temperature steam having a third temperature lower than the first temperature is supplied to the first borehole along with the ozone-containing gas, The semi-hot water vapor and ozone-containing gas were injected into the ground through the injection hole of one borehole. For this reason, the mineral oil remaining in the liquid state without being vaporized by the mineral oil existing in the ground between the first and second boreholes is reliably heated by the quasi-high temperature steam. As a result, it is vigorously reacted with the alkali compound in the alkali-containing steam remaining after being injected into the ground to be soaped, and the soaping is promoted by ozone in the ozone-containing gas.
本発明の実施の形態に係る汚染地盤の浄化方法を実施するために複数の試錐管が貫入された汚染領域の地面を上方から見た状態を示した図である。It is the figure which showed the state which looked at the ground of the pollution area | region where the several drill pipe penetrated in order to implement the purification method of the contaminated ground which concerns on embodiment of this invention. 本発明の実施の形態に係る汚染地盤の浄化方法を実施する際に使用する各種装置が試錐管に接続された状態を、一部を破断して示した図である。It is the figure which fractured | ruptured and showed the state where the various apparatuses used when implementing the purification method of the contaminated ground which concerns on embodiment of this invention were connected to the borehole. 本発明の実施の形態に係る汚染地盤の浄化方法を実施する際に使用する各種装置が試錐管に接続された状態を、一部を破断して示した図である。It is the figure which fractured | ruptured and showed the state where the various apparatuses used when implementing the purification method of the contaminated ground which concerns on embodiment of this invention were connected to the borehole. 本発明の実施の形態に係る汚染地盤の浄化方法を、図1に示した地面の一部の領域について実施するために、各種機器が設置された地面を上方から見た状態を模式的に示した図である。In order to implement the purification method of the contaminated ground according to the embodiment of the present invention for a partial region of the ground shown in FIG. 1, a state in which the ground on which various devices are installed is viewed from above is schematically shown. It is a figure. 図2において二点鎖線で囲んだ同図の一部を拡大して示した図である。It is the figure which expanded and showed a part of the figure enclosed with the dashed-two dotted line in FIG.
本発明の実施の形態に係る汚染地盤の浄化方法を実施する際に使用する水蒸気の加熱装置の電熱器と熱交換器とが一体化された状態を、熱交換器を破断して示した図である。The figure which fractured | ruptured and showed the state in which the electric heater and heat exchanger of the water vapor | steam heating apparatus used when implementing the purification method of the contaminated ground which concerns on embodiment of this invention were integrated It is. 図6に示した水蒸気の加熱装置の電熱器と熱交換器とを、それらが一体化される前のものを示した図である。It is the figure which showed the thing before they are integrated with the electric heater and heat exchanger of the heating apparatus of the water vapor | steam shown in FIG. 本発明の実施の形態に係る汚染地盤の浄化方法を実施するに当たり汚染領域を特定するために、調査する複数の地点が設定された地面を上方から見た状態を示した図である。It is the figure which showed the state which looked at the ground where the some point to investigate was set from the upper direction in order to identify a contaminated area in implementing the purification method of the contaminated ground which concerns on embodiment of this invention. 地中における汚染の深度を特定する作業を実施する際に使用する各種装置が試錐管に接続された状態を、一部を破断して示した図である。It is the figure which fractured | ruptured and showed the state where the various apparatuses used when implementing the operation | work which pinpoints the depth of contamination in the ground were connected to the borehole. 本発明の実施の形態に係る汚染地盤の浄化方法を実施するために本数を増加して地面に複数の試錐管を貫入した汚染領域の一部を、その地面の上方から見た状態を示した図である。In order to carry out the method for purifying contaminated ground according to the embodiment of the present invention, a state is shown in which a part of the contaminated area where a plurality of boreholes are penetrated into the ground as viewed from above the ground is increased. FIG.
 以下、本発明の実施の形態に係る汚染地盤の浄化方法の一例を図1ないし図9を参照して詳細に説明する。なお、図面については、作図の都合上、それぞれの構成部材の縮尺の比率を互いに異ならせて図示している場合がある。図1は、汚染地盤の浄化方法を実施する箇所の地面を上方から見た状態を示しており、図1において符号Rで示すものは、主に、VOCsや鉱油からなる汚染物質によって地中Mの土壌が汚染されている領域を含む領域を示している。この領域R内には、地面上において一辺が一定の長さL1(例えば1メートル)を有する略正六角形状からなる小領域が隙間なく四方八方に地面上に連続してハニカム状に複数設定されている。これらの小領域は、図1では説明を簡単にするために10箇所(小領域R1ないしR10)に設定したものを図示している。 Hereinafter, an example of a method for purifying contaminated ground according to an embodiment of the present invention will be described in detail with reference to FIGS. 1 to 9. In addition, about drawing, the ratio of the reduced scale of each structural member may be shown mutually differing on account of drawing. FIG. 1 shows a state in which the ground of a place where a method for purifying contaminated ground is carried out is viewed from above. In FIG. 1, what is indicated by a symbol R is the underground M mainly due to contaminants composed of VOCs and mineral oil. The area including the area where the soil is contaminated is shown. In this region R, a plurality of small regions each having a substantially regular hexagonal shape having a certain length L1 (for example, 1 meter) on the ground are continuously set in a honeycomb shape in all directions on the ground without any gaps. ing. In FIG. 1, these small areas are set at 10 places (small areas R1 to R10) for the sake of simplicity.
 前記小領域R1ないしR10におけるそれぞれの略正六角形状の中心に相当する地点O1ないしO10に、互いに略平行に地中Mの所定の深度(例えば10メートル)まで試錐管3がそれぞれ試錐装置(図示せず)により貫入されている。これらの試錐管3は、本発明でいう「第一の試錐管」を構成する。 The test tubes 3 are respectively connected to points O1 to O10 corresponding to the centers of the substantially regular hexagons in the small regions R1 to R10 to a predetermined depth (for example, 10 meters) in the ground M substantially parallel to each other. (Not shown). These boreholes 3 constitute the “first borehole” in the present invention.
 一方、前記小領域R1ないしR10におけるそれぞれの略正六角形状の各頂点に相当する6箇所の地点A…にも、地点O1ないしO10に貫入された試錐管3と略平行に前記所定の深度と略同じ深度または前記所定の深度より深い深度まで地中Mに試錐管5がそれぞれ貫入されている。これらの試錐管5は、本発明でいう「第二の試錐管」を構成する。 On the other hand, at the six points A corresponding to the vertices of the substantially regular hexagons in the small regions R1 to R10, the predetermined depth is substantially parallel to the borehole 3 penetrating the points O1 to O10. The boreholes 5 are penetrated into the underground M to substantially the same depth or deeper than the predetermined depth. These boreholes 5 constitute a “second borehole” in the present invention.
 なお、上述した略正六角形状の一辺の長さL1は、略正六角形状の中心に相当する地点O1ないしO10の試錐管3に、後述する水蒸気供給装置9およびオゾン含有ガス供給装置11により供給された水蒸気やオゾン含有ガスが地中Mを流れて略正六角形状の各頂点に相当する地点Aの各試錐管5まで到達することができる長さに設定される。 In addition, the length L1 of one side of the substantially regular hexagonal shape described above is supplied to the test tube 3 at points O1 to O10 corresponding to the center of the substantially regular hexagonal shape by a steam supply device 9 and an ozone-containing gas supply device 11 described later. The water vapor and the ozone-containing gas are set to such a length that they can flow through the underground M and reach each borehole 5 at the point A corresponding to each vertex of the substantially regular hexagonal shape.
 各試錐管3および各試錐管5は、例えば、外径と内径がそれぞれ34ミリメートルと25ミリメートルで長さが1ないし2メートルの鉄製またはステンレス製の試錐短管を複数連結して長尺な1本の試錐管3および試錐管5として構成されている。試錐管3や試錐管5を地中Mに貫入するに連れて長さが不足する場合は、前記試錐短管を連結して継ぎ足しながら試錐管3や試錐管5を地中Mに貫入していく。連結する構成としては、前記試錐短管の両端部にそれぞれ雄ねじ部と雌ねじ部とが刻設された試錐短管同士を、一方の試錐短管の雄ねじ部と他方の試錐短管の雌ねじ部とを螺合させて互いに連結するようにしている。 Each borehole 3 and each borehole 5 are, for example, long ones formed by connecting a plurality of short steel or stainless steel boreholes having an outer diameter and an inner diameter of 34 millimeters and 25 millimeters and a length of 1 to 2 meters, respectively. The borehole 3 and the borehole 5 are configured. When the length of the borehole 3 or the borehole 5 is insufficient as it penetrates into the underground M, the borehole 3 or the borehole 5 is penetrated into the underground M while connecting and connecting the boreholes. Go. As the configuration to be connected, the short bore pipes in which the male screw portion and the female screw portion are respectively engraved at both ends of the short bore tube, the male screw portion of one borehole and the female screw portion of the other borehole Are connected to each other.
 図2および図3に示すように、各試錐管3および各試錐管5の先端部の雌ねじ部には、地中Mを掘削して地面Eに穴を穿つための掘削部材7が螺着されている。各試錐管3には、その長手方向と交差する方向に貫通孔3aがそれぞれ穿設され、各試錐管5には、その長手方向と交差する方向に貫通孔5aがそれぞれ穿設されている。貫通孔3aおよび貫通孔5aの形状は、試錐管3および試錐管5の長手方向に長い楕円形状もしくはスリット形状、または、円形状に形成されている。貫通孔3aの孔の大きさは、後述するアルカリ化合物の小片体27が通過しないように該小片体27より小さい寸法に形成されている。貫通孔3aが円形状の場合の直径としては、例えば、2.5ないし4.5ミリメートルを挙げることができる。貫通孔5aの形状および大きさは、貫通孔3aと同様に形成してもよいし、異ならせてもよい。
 各試錐管3を構成する試錐短管のうち、掘削部材7が螺着された試錐短管の側面であって掘削部材7の近傍に複数の貫通孔3aが穿設され、各試錐管5を構成する試錐短管のうち、掘削部材7が螺着された試錐短管の側面であって掘削部材7の近傍に複数の貫通孔5aが穿設されている。
As shown in FIG. 2 and FIG. 3, an excavation member 7 for excavating the underground M and drilling a hole in the ground E is screwed to the female threaded portion at the tip of each of the test tubes 3 and 5. ing. Each borehole 3 is provided with a through hole 3a in a direction intersecting the longitudinal direction, and each borehole 5 is provided with a through hole 5a in a direction intersecting the longitudinal direction. The shape of the through hole 3a and the through hole 5a is formed in an elliptical shape, a slit shape, or a circular shape that is long in the longitudinal direction of the test tube 3 and the test tube 5. The size of the through hole 3a is smaller than the small piece 27 so that an alkali compound small piece 27 described later does not pass therethrough. Examples of the diameter when the through hole 3a is circular include 2.5 to 4.5 millimeters. The shape and size of the through hole 5a may be formed in the same manner as the through hole 3a or may be different.
A plurality of through-holes 3 a are drilled in the vicinity of the drilling member 7 on the side surface of the short borehole to which the drilling member 7 is screwed, of the shortest drilling tubes constituting each drilling tube 3. A plurality of through-holes 5 a are formed in the vicinity of the excavation member 7 on the side surface of the short borehole to which the excavation member 7 is screwed.
 貫通孔3aは本発明でいう「第一の試錐管の注入孔」を構成し、貫通孔5aは本発明でいう「第二の試錐管の注入孔」を構成する。貫通孔3aおよび貫通孔5aは、前記試錐短管の軸芯に沿う方向から見て、該軸芯回りに角度が90度間隔で四方に向かってそれぞれ4個穿設されている。本実施の形態では、試錐管3の各試錐短管と試錐管5の各試錐短管とは、それぞれ互いに同一の材質、寸法および構造で構成されて試錐管3と試錐管5とは同一に構成されているが、これに限らず、試錐管3と試錐管5とが互いに異なる材質、寸法および構造で構成してもよい。 The through-hole 3a constitutes the “first borehole injection hole” in the present invention, and the through-hole 5a constitutes the “second borehole injection hole” in the present invention. The through-hole 3a and the four through-holes 5a are each formed in four directions around the axis at intervals of 90 degrees when viewed from the direction along the axis of the short bore tube. In the present embodiment, each test bore short tube of the test tube 3 and each test tube short tube of the test tube 5 are made of the same material, size and structure, and the test tube 3 and the test tube 5 are the same. However, the present invention is not limited to this, and the borehole 3 and the borehole 5 may be made of different materials, dimensions, and structures.
 次に、汚染地盤の浄化方法の作業工程における一つの工程である「アルカリ含有水蒸気注入工程」を実施するための機器について図1ないし図7を参照して説明する。地点O1ないしO10に貫入された試錐管3のうち、地点O1,O3,O8,O10に貫入された各試錐管3には、水蒸気供給装置9およびオゾン含有ガス供給装置11が接続され、小領域R1,R3,R8,R10におけるそれぞれの略正六角形状の各頂点に相当する6箇所の地点A…に貫入された各試錐管5には、前記オゾン含有ガス供給装置11が接続されている。なお、図4では作図の都合上、図1に示した小領域R1ないしR10のうち小領域R1ないしR3に関する部分だけを示している。 Next, an apparatus for carrying out the “alkali-containing steam injection process”, which is one process in the work process of the contaminated ground purification method, will be described with reference to FIGS. 1 to 7. Among the boreholes 3 penetrating the points O1 to O10, each of the boreholes 3 penetrating the points O1, O3, O8, and O10 is connected to the water vapor supply device 9 and the ozone-containing gas supply device 11 to form a small region. The ozone-containing gas supply device 11 is connected to each borehole 5 penetrating at six points A ... corresponding to the vertices of the substantially regular hexagonal shapes in R1, R3, R8, and R10. In FIG. 4, for the convenience of drawing, only the portions related to the small regions R1 to R3 in the small regions R1 to R10 shown in FIG. 1 are shown.
 各試錐管3の上端部には、筒状の接続管15(図2および図5参照)の下端部がそれぞれ螺着されている。前記各接続管15の上部および下部の内周面には雌ねじ部15a,15bがそれぞれ刻設され、各接続管15の下部の雌ねじ部15aには、各試錐管3の上端部の外周部に形成された雄ねじ部3bがそれぞれ気密に螺着されている。各接続管15の上部の雌ねじ部15bには、筒状のニップル17の下部の外周面に刻設された雄ねじ部17aがそれぞれ螺着されている。各ニップル17の上部の外周面に刻設された雄ねじ部17bには、筒状の継手21の下部の内周面に刻設された雌ねじ部21aがそれぞれ螺着されている。 The lower end of a cylindrical connecting tube 15 (see FIGS. 2 and 5) is screwed to the upper end of each borehole 3. Female threaded portions 15 a and 15 b are respectively carved on the inner peripheral surfaces of the upper and lower portions of the connecting pipes 15. The female threaded portions 15 a of the lower portions of the connecting pipes 15 are formed on the outer peripheral portion of the upper end portion of each borehole 3. The formed male screw portions 3b are screwed in an airtight manner. Male threaded parts 17a carved on the outer peripheral surface of the lower part of the cylindrical nipple 17 are screwed into the female threaded parts 15b at the upper part of each connection pipe 15, respectively. Female threaded portions 21 a carved on the inner peripheral surface of the lower part of the cylindrical joint 21 are screwed to the male threaded portions 17 b carved on the outer peripheral surface of the upper part of each nipple 17.
 各継手21の上端部の内周面に刻設された雌ねじ部21bには、水蒸気分岐管23の一端部の外周面に刻設された雄ねじ部23aがそれぞれ螺着されている。水蒸気分岐管23の他端部は、水蒸気集合管25の長手方向中途部に接続され、該水蒸気集合管25は水蒸気供給装置9に接続されている。該水蒸気供給装置9で生成された高温の水蒸気は、水蒸気集合管25,水蒸気分岐管23,継手21,ニップル17および接続管15をこれらの順に通過して各試錐管3にそれぞれ供給される。 A male screw portion 23a engraved on the outer peripheral surface of one end portion of the water vapor branch pipe 23 is screwed to the female screw portion 21b engraved on the inner peripheral surface of the upper end portion of each joint 21. The other end of the steam branch pipe 23 is connected to the middle part in the longitudinal direction of the steam collecting pipe 25, and the steam collecting pipe 25 is connected to the steam supply device 9. The high-temperature steam generated by the steam supply device 9 passes through the steam collecting pipe 25, the steam branch pipe 23, the joint 21, the nipple 17 and the connecting pipe 15 in this order, and is supplied to each borehole pipe 3.
 また、各試錐管3内の下端部には、アルカリ化合物の無数の小片体27…(図2中の一点鎖線の楕円で囲む部分を拡大して同図中に示した図を参照)が充填され、それらの無数の小片体27…が充填された各試錐管3内の領域の上方には、該領域とは上下方向に一定の間隙を隔てて加熱装置29がそれぞれ配設されている。アルカリ化合物としては、例えば水酸化カリウムや水酸化ナトリウムを挙げることができる。単一の小片体27の形状としては、粒状、球状、タブレット状、ビーズ状またはフレーク状を挙げることができる。単一の小片体27の大きさは、無数の小片体27…間を加熱後の高温水蒸気が円滑に通過することができ、かつ、該高温水蒸気に晒されてアルカリ含有水蒸気が効率よく生成される大きさであることが望ましい。このため、小片体27が粒状、球状、タブレット状およびビーズ状の場合は、外径に相当する寸法が5ないし6ミリメートルであるのが望ましい。フレーク状の場合は、その形状が正方形だとすると一辺の長さが5ないし6ミリメートルであるのが望ましい。 In addition, the lower end portion in each borehole 3 is filled with countless small pieces 27 of an alkali compound (see the figure shown in FIG. 2 by enlarging the portion surrounded by the dashed-dotted ellipse in FIG. 2). A heating device 29 is disposed above each region in each of the test tubes 3 filled with the countless small pieces 27... With a certain gap in the vertical direction. Examples of the alkali compound include potassium hydroxide and sodium hydroxide. Examples of the shape of the single small piece 27 include a granular shape, a spherical shape, a tablet shape, a bead shape, and a flake shape. The size of the single small piece 27 is such that high-temperature steam after heating can pass smoothly through countless small pieces 27... And the alkali-containing steam is efficiently generated by being exposed to the high-temperature steam. Is desirable. For this reason, when the small piece body 27 is granular, spherical, tablet-like or bead-like, it is desirable that the dimension corresponding to the outer diameter is 5 to 6 millimeters. In the case of a flake shape, if the shape is a square, the length of one side is preferably 5 to 6 millimeters.
 加熱装置29の上端部にそれぞれの一端部が接続された一対の電線31,31の各他端部は、接続管15の長手方向中途部に穿設された連通孔15cを介して外部に延設され、その延設された各他端部は、制御盤33内の制御装置33aにそれぞれ電気的に接続されている。なお、一対の電線31,31において、接続管15の連通孔15cに挿通された部位の外周部には、シール部材34が装着されており、一対の電線31,31とシール部材34との間およびシール部材34と連通孔15cとの間はそれぞれ気密にシールされている。 The other end of each of the pair of electric wires 31, 31 each having one end connected to the upper end of the heating device 29 extends to the outside through a communication hole 15 c drilled in the middle in the longitudinal direction of the connection pipe 15. Each of the extended other end portions is electrically connected to a control device 33 a in the control panel 33. In the pair of electric wires 31, 31, a seal member 34 is attached to an outer peripheral portion of a portion inserted through the communication hole 15 c of the connection pipe 15, and the gap between the pair of electric wires 31, 31 and the seal member 34 is set. The space between the seal member 34 and the communication hole 15c is hermetically sealed.
 また、前記各継手21の長手方向中途部の側部に穿設された貫通孔には雌ねじ部21cがそれぞれ刻設され、該雌ねじ部21cには、オゾン含有ガス分岐管35の一端部に形成された雄ねじ部35aがそれぞれ気密に螺着されている。各オゾン含有ガス分岐管35の他端部は第一集合管37aにそれぞれ接続され、該第一集合管37aは、オゾン含有ガス供給装置11に接続されたオゾン含有ガス本管38に第一電磁式開閉弁39を介して接続されている。該オゾン含有ガス供給装置11で生成されたオゾン含有ガスは、オゾン含有ガス本管38が第二集合管37aと連通するように第一電磁式開閉弁39が切り替えられることで、オゾン含有ガス本管38,第一電磁式開閉弁39,第一集合管37a,オゾン含有ガス分岐管35,継手21,ニップル17および接続管15をこれらの順に通過して各試錐管3にそれぞれ供給される。 Each of the joints 21 has a female threaded portion 21c formed in a through hole formed in a side portion in the middle in the longitudinal direction. The female threaded portion 21c is formed at one end of the ozone-containing gas branch pipe 35. The male screw portions 35a are screwed in an airtight manner. The other end of each ozone-containing gas branch pipe 35 is connected to a first collecting pipe 37a, and the first collecting pipe 37a is connected to the ozone-containing gas main pipe 38 connected to the ozone-containing gas supply device 11 with a first electromagnetic wave. It is connected via a type open / close valve 39. The ozone-containing gas generated by the ozone-containing gas supply device 11 is generated by switching the first electromagnetic on-off valve 39 so that the ozone-containing gas main pipe 38 communicates with the second collecting pipe 37a. The pipe 38, the first electromagnetic open / close valve 39, the first collecting pipe 37a, the ozone-containing gas branch pipe 35, the joint 21, the nipple 17 and the connecting pipe 15 are passed through these in this order and are supplied to the boreholes 3 respectively.
 小領域R1ないしR10のうち小領域R1,R3,R8,R10におけるそれぞれの6箇所の地点A…に貫入された各試錐管5の上端部の外周部に形成された雄ねじ部5b(図3中の一点鎖線の楕円で囲む部分を拡大して同図中に示した図を参照)には、筒状の接続管45の下部内周面に刻設された雌ねじ部45aがそれぞれ気密に螺着されている。各接続管45の上端部の内周面に刻設された雌ねじ部45bには、オゾン含有ガス枝管47の一端部に形成された雄ねじ部47aがそれぞれ気密に螺着されている。 Of the small regions R1 to R10, male screw portions 5b (in FIG. 3) formed on the outer peripheral portion of the upper end portion of each borehole 5 that penetrates into the respective six points A in the small regions R1, R3, R8, R10. In the enlarged view of the part surrounded by the dashed-dotted ellipse, see the figure shown in the figure), the female threaded portion 45a engraved on the lower inner peripheral surface of the cylindrical connecting tube 45 is screwed in an airtight manner. Has been. Male threaded portions 47a formed at one end of the ozone-containing gas branch tube 47 are screwed in an airtight manner to female threaded portions 45b carved on the inner peripheral surface of the upper end portion of each connecting tube 45.
 各オゾン含有ガス枝管47の他端部は第二集合管37bにそれぞれ接続され、該第二集合管37bは前記第一電磁式開閉弁39を介してオゾン含有ガス本管38に接続されている。各オゾン含有ガス枝管47の長手方向中途部には第二電磁式切替弁49がそれぞれ配設されている。各接続管45の長手方向中途部の側部に穿設された貫通孔には雌ねじ部45cがそれぞれ刻設され、該雌ねじ部45cには、ガス採取管51の一端部に形成された雄ねじ部51aがそれぞれ気密に螺着されている。ガス採取管51の他端部には、試錐管5を介して地中Mから採取したガスの濃度を計測する濃度計測装置(図示せず)が接続されるコネクタ53が接続されている。 The other end of each ozone-containing gas branch pipe 47 is connected to a second collecting pipe 37b, and the second collecting pipe 37b is connected to the ozone-containing gas main pipe 38 via the first electromagnetic on-off valve 39. Yes. A second electromagnetic switching valve 49 is disposed in the middle in the longitudinal direction of each ozone-containing gas branch pipe 47. A female threaded portion 45c is engraved in each of the through-holes drilled in the side portion in the longitudinal direction of each connecting tube 45. The female threaded portion 45c has a male threaded portion formed at one end of the gas sampling tube 51. 51a is screwed in an airtight manner. Connected to the other end of the gas sampling tube 51 is a connector 53 to which a concentration measuring device (not shown) for measuring the concentration of gas sampled from the underground M through the borehole 5 is connected.
 オゾン含有ガス供給装置11で生成されたオゾン含有ガスは、オゾン含有ガス本管38が第二集合管37bと連通するように第一電磁式開閉弁39が切り替えられることで、オゾン含有ガス本管38,第一電磁式開閉弁39,第二集合管37b,オゾン含有ガス枝管47および接続管45をこれらの順に通過して各試錐管5にそれぞれ供給される。 The ozone-containing gas generated by the ozone-containing gas supply device 11 is changed to the ozone-containing gas main pipe by switching the first electromagnetic on-off valve 39 so that the ozone-containing gas main pipe 38 communicates with the second collecting pipe 37b. 38, the first electromagnetic open / close valve 39, the second collecting pipe 37b, the ozone-containing gas branch pipe 47, and the connecting pipe 45 are respectively supplied to the boreholes 5 through the order.
 前記水蒸気供給装置9は、その本体を構成するボイラー9aと該ボイラー9aの上部に配設された圧力調整装置9bとを備え、該圧力調整装置9bに水蒸気集合管25が接続されている。圧力調整装置9bはボイラー9aから水蒸気集合管25に供給される水蒸気の圧力が一定になるよう調整する機能を有する。水蒸気の圧力と温度とは相関関係があり、圧力が定まるとその圧力に応じて温度も定まる。例えば、水蒸気の圧力が0.3MPa(メガパスカル)のときの温度は約134℃である。圧力調整装置9bにより水蒸気の圧力が調整されることで水蒸気集合管25に供給される水蒸気の温度が調整される。 The water vapor supply device 9 includes a boiler 9a constituting the main body and a pressure adjusting device 9b disposed on the upper portion of the boiler 9a, and a water vapor collecting pipe 25 is connected to the pressure adjusting device 9b. The pressure adjusting device 9b has a function of adjusting the pressure of the steam supplied from the boiler 9a to the steam collecting pipe 25 to be constant. There is a correlation between the pressure of water vapor and the temperature. When the pressure is determined, the temperature is also determined according to the pressure. For example, the temperature when the water vapor pressure is 0.3 MPa (megapascal) is about 134 ° C. The temperature of the water vapor supplied to the water vapor collecting pipe 25 is adjusted by adjusting the pressure of the water vapor by the pressure adjusting device 9b.
 詳細には、水蒸気の温度が100℃以上200℃未満の範囲における所定の温度になるように圧力調整装置9bが制御装置33aにより制御される。このため、水蒸気を生成するための装置としては、水蒸気の昇温能力が極端に大きなものを準備する必要がない。100℃以上200℃未満の範囲における所定の温度は、本発明でいう「第二の温度」を構成する。該所定の温度としては、例えば150℃の温度を挙げることができる。 Specifically, the pressure adjusting device 9b is controlled by the control device 33a so that the temperature of the water vapor becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C. For this reason, it is not necessary to prepare an apparatus for generating steam that has an extremely large steam heating capability. The predetermined temperature in the range of 100 ° C. or higher and lower than 200 ° C. constitutes the “second temperature” in the present invention. As this predetermined temperature, the temperature of 150 degreeC can be mentioned, for example.
 前記加熱装置29は、図6および図7に示すように、各電線31の一端部が接続され、各電線31に電流が流れることで発熱する円柱状の電熱器61と、該電熱器61が挿入される熱交換器63とを備えている。
 熱交換器63は、円筒状の放熱管65と、該放熱管65の外周部に螺旋状に巻き付けられ結着された帯状の放熱フィン67とを備えている。放熱管65内に挿入された電熱器61の外周面と放熱管65の内周面との間には、熱伝導性の良好な接着剤69(図6中の二点鎖線の楕円で囲む部分を拡大して同図中に示した図を参照)が充填されており、これによって、電熱器61と熱交換器63とは一体化されている。加熱装置29が試錐管3内に配設されることで、加熱装置29の熱交換器63と試錐管3の内周面とで螺旋状の通路が形成される。
As shown in FIGS. 6 and 7, the heating device 29 is connected to one end of each electric wire 31, and a columnar electric heater 61 that generates heat when current flows through each electric wire 31, and the electric heater 61 includes And a heat exchanger 63 to be inserted.
The heat exchanger 63 includes a cylindrical heat radiating pipe 65 and a belt-shaped heat radiating fin 67 that is wound around and bound to the outer periphery of the heat radiating pipe 65 in a spiral shape. Between the outer peripheral surface of the electric heater 61 inserted into the heat radiating tube 65 and the inner peripheral surface of the heat radiating tube 65, an adhesive 69 having a good thermal conductivity (a portion surrounded by an ellipse indicated by a two-dot chain line in FIG. 6). (See the diagram shown in the same figure), and the electric heater 61 and the heat exchanger 63 are thereby integrated. By arranging the heating device 29 in the borehole 3, a spiral path is formed by the heat exchanger 63 of the heating device 29 and the inner peripheral surface of the borehole 3.
 図2および図3に示すように、オゾン含有ガス供給装置11は、酸素ガスが収容された酸素ボンベ71に酸素ガス供給管73を介して接続されており、酸素ボンベ71内の酸素ガスがオゾン含有ガス供給装置11に導入される。オゾン含有ガス供給装置11の内部で放電管による無声放電によってオゾンが発生し、酸素に対してオゾンが所定の割合で混合されてオゾン含有ガスが生成される。このような組成ガスとしてオゾンを含むオゾン含有ガスとしては、例えば、容積比でオゾンが1ないし10パーセントで残りが酸素からなるガスを挙げることができる。このようにして生成されたオゾン含有ガスは、例えば0.8ないし1.1MPa(メガパスカル)の圧力でオゾン含有ガス供給装置11からオゾン含有ガス本管38に供給される。 As shown in FIGS. 2 and 3, the ozone-containing gas supply device 11 is connected to an oxygen cylinder 71 containing oxygen gas via an oxygen gas supply pipe 73, and the oxygen gas in the oxygen cylinder 71 is ozone. It is introduced into the contained gas supply device 11. Ozone is generated by silent discharge by the discharge tube inside the ozone-containing gas supply device 11, and ozone is mixed with oxygen at a predetermined ratio to generate ozone-containing gas. As an ozone-containing gas containing ozone as such a composition gas, for example, a gas in which ozone is 1 to 10 percent by volume and the remainder is oxygen can be mentioned. The ozone-containing gas thus generated is supplied from the ozone-containing gas supply device 11 to the ozone-containing gas main pipe 38 at a pressure of, for example, 0.8 to 1.1 MPa (megapascal).
 上述した水蒸気供給装置9の圧力調整装置9b、オゾン含有ガス供給装置11、第一電磁式開閉弁39および第二電磁式切替弁49の各電動駆動装置は、それらの作動が適宜制御されるべく、それぞれ電線(図示せず)を介して制御盤33内の制御装置33aに電気的に接続されている。 The above-described electric drive devices of the pressure adjusting device 9b of the water vapor supply device 9, the ozone-containing gas supply device 11, the first electromagnetic on-off valve 39, and the second electromagnetic switching valve 49 should be appropriately controlled. These are electrically connected to a control device 33a in the control panel 33 via electric wires (not shown).
〈汚染地盤の浄化方法の作業工程〉
 次に、汚染地盤の浄化方法の作業工程について図8および図9も参照して説明する。
(1)汚染領域の特定作業
 図8は、VOCsや鉱油からなる汚染物質によって地中Mの土壌が汚染されている土地を調査して汚染領域を特定するために、調査する複数の地点B…が設定された地面を上方から見た状態を示している。複数の地点B…は、調査対象となっている土地の領域ごとの具体的な用途を考慮して、凡そ汚染領域であると推測される領域に設定される。
<Work process of purification method for contaminated ground>
Next, the work process of the contaminated ground purification method will be described with reference to FIGS.
(1) Identifying the contaminated area FIG. 8 shows a plurality of points B to be investigated in order to identify the contaminated area by investigating the land in which the soil in the ground M is contaminated by pollutants composed of VOCs and mineral oil. It shows the state when the ground where is set is viewed from above. The plurality of points B... Are set in an area that is estimated to be a contaminated area in consideration of a specific use for each area of the land to be investigated.
 このようにして設定された複数の地点B…は、地面を上方から見て、隣接する各地点B同士の距離は全て長さL2に設定され、整列された状態で各地点Bが設定されている。長さL2は前記L1と同一の長さでもよいが、L1と異なる長さでもよい。L2の長さを小さくするほど汚染の調査の精度が向上するのは言うまでもない。調査する方法は、試錐管3や試錐管5より細い管(例えば外径と内径がそれぞれ14ミリメートルと9ミリメートル)からなる鉄製またはステンレス製のガス採取用管(図示せず)を各地点Bの地中Mに試錐装置(図示せず)により貫入したのち、該ガス採取用管を介してガスを採取し、その採取したVOCsのガスの濃度を後述する濃度計測装置79により測定する。前記ガス採取用管の先端部には、地中Mを掘削して地面Eに穴を穿つための掘削部材が結着され、該掘削部材の近傍の側面には複数の貫通孔が穿設されている。これらの貫通孔を介してガスが採取される。地中Mに貫入されるガス採取用管の下端までの深度としては、例えば0.5ないし2メートルのうち何れかの深度(例えば1メートル)が挙げられる。 The plurality of points B... Thus set are set such that the distances between the adjacent points B are all set to the length L2 when the ground is viewed from above, and the points B are set in an aligned state. Yes. The length L2 may be the same length as L1, but may be a length different from L1. Needless to say, the smaller the length of L2, the better the accuracy of the contamination investigation. A method of investigating is that an iron or stainless steel gas sampling tube (not shown) made of a tube (for example, an outer diameter and an inner diameter of 14 mm and 9 mm, respectively) thinner than the test tube 3 and the test tube 5 is provided at each point B. After penetrating the underground M by a drilling device (not shown), gas is sampled through the gas sampling tube, and the concentration of the collected VOCs gas is measured by a concentration measuring device 79 described later. A drilling member for excavating the underground M and drilling a hole in the ground E is bound to the distal end portion of the gas sampling pipe, and a plurality of through holes are drilled on the side surface in the vicinity of the drilling member. ing. Gas is collected through these through holes. As the depth to the lower end of the gas sampling pipe penetrating into the ground M, for example, any depth of 0.5 to 2 meters (for example, 1 meter) can be mentioned.
 ガス採取用管を介して各地点Bの地中Mから採取されたVOCsのガスの濃度を各地点Bごとに個別に濃度計測装置79により測定することで、各地点BごとのVOCsのガスの濃度を知得することができ、これにより地盤の汚染領域を二次元的に特定することができる。測定したガスの濃度の測定値が予め設定されたVOCs濃度判定値(VOCsにより汚染されていないと判定できる基準値)より大きい場合は、汚染されているものと判定し、VOCs濃度判定値以下なら汚染されていないものと判定する。図8中の一点鎖線で囲まれた領域Sは、汚染されているものと判定された汚染領域を上方から見た平面的な領域を示し、領域Sより広い二点鎖線で囲まれた領域Rは、領域Sに基づいて設定された領域であって、これから浄化作業を実施することにした領域を示している。領域Sの外縁と領域Rの外縁との間隔は、例えば1ないし2メートルに設定されている。 By measuring the concentration of the VOCs gas collected from the underground M at each point B through the gas sampling pipe by the concentration measuring device 79 for each point B individually, the concentration of the VOCs gas at each point B is measured. The concentration can be known, and thereby the contaminated area of the ground can be specified two-dimensionally. If the measured value of the measured gas concentration is larger than a preset VOCs concentration determination value (a reference value that can be determined as not contaminated by VOCs), it is determined that the gas is contaminated. Judge as uncontaminated. A region S surrounded by an alternate long and short dash line in FIG. 8 indicates a planar region when the contaminated region determined to be contaminated is viewed from above, and a region R surrounded by a two-dot chain line wider than the region S. These are areas set based on the area S, and indicate areas from which purification work will be performed. The distance between the outer edge of the region S and the outer edge of the region R is set to 1 to 2 meters, for example.
(2)地中における汚染の深度の特定作業
 二次元的に汚染領域が特定されたら次に、領域Rに試錐管3および試錐管5を貫入する複数の地点を設定する。これらの複数の地点は、整列するように設定され、図1で説明すると地点A…と地点O1ないしO10である。地点A…は、一辺が長さL1の略正六角形状の各頂点に相当する地点であり、地点O1ないしO10は、前記略正六角形状の中心に相当する地点である。
(2) Identifying Depth of Contamination in the Ground After the contaminated area is specified two-dimensionally, next, a plurality of points that penetrate the borehole 3 and the borehole 5 are set in the area R. These plural points are set so as to be aligned, and are described as point A... And points O1 to O10 in FIG. The points A ... are points corresponding to the vertices of a substantially regular hexagon having one side of length L1, and the points O1 to O10 are points corresponding to the center of the substantially regular hexagon.
 まず、地下水の層が存在すると推測される深度より1ないし2メートルほど浅い深度まで、地点O1ないしO10にそれぞれ試錐管3を試錐装置により貫入したのち、各試錐管3の上端部に接続されたガス採取用管(図示せず)を介して吸引ポンプ(図示せず)で吸引し、地下水の有無を地点O1ないしO10ごとに調査する。地下水が吸引されなかったら少しだけさらに深く試錐管3を貫入したのち吸引ポンプで吸引し、地下水の有無を再度、調査する。地下水が吸引されるまで各試錐管3のさらなる貫入と地下水の有無の調査とを繰り返す。地下水が吸引されたら今度は地下水が吸引されなくなるまで試錐管3を試錐装置により少しずつ引き上げ、地下水が吸引されなくなった時点の深度で該試錐管3の引き上げ作業を終了し、その深度で該試錐管3を貫入したままにしておく。 First, the boreholes 3 were inserted into the points O1 to O10 to the depths of 1 to 2 meters shallower than the depth at which the groundwater layer is assumed to exist, and then connected to the upper end of each borehole 3. Suction pump (not shown) is sucked through a gas sampling pipe (not shown), and the presence or absence of groundwater is investigated for each point O1 to O10. If the groundwater is not aspirated, it penetrates the borehole 3 slightly deeper, and then it is aspirated with a suction pump, and the presence of groundwater is investigated again. Repeat the further penetration of each borehole 3 and the investigation for the presence or absence of groundwater until the groundwater is aspirated. When the groundwater is aspirated, the borehole 3 is gradually lifted by the borehole device until the groundwater is not aspirated, and the lifting operation of the borehole 3 is completed at the depth when the groundwater is no longer aspirated. Leave tube 3 penetrating.
 地点O1ないしO10の地中Mに試錐管3をそれぞれ貫入する作業が終了したら、地点O1,O3,O8,O10の各試錐管3をそれぞれ囲繞する6本ずつの試錐管5…を試錐装置により貫入する。各試錐管5を貫入する深度は、当該試錐管5が囲繞する試錐管3が貫入されている深度と同一の深度とする。 When the work of penetrating the boreholes 3 into the ground M at the points O1 to O10 is completed, six boreholes 5 surrounding each of the boreholes 3 at the points O1, O3, O8, and O10 are respectively formed by the borehole device. Intrude. The depth of penetration of each borehole 5 is the same as the depth of penetration of the borehole 3 surrounded by the borehole 5.
 各試錐管3および各試錐管5の地中Mへの貫入が終了したら、図9に示すように、水蒸気供給装置9と制御盤33とを電線(図示せず)を介して接続すると共に、地点O1,O3,O8,O10に貫入された各試錐管3の上端部に取り付けた接続管75に、水蒸気分岐管23および水蒸気集合管25を介して水蒸気供給装置9を接続する。一方、地点O1,O3,O8,O10に貫入された各試錐管3を囲繞する各試錐管5の上端部に取り付けた接続管77に、ガス採取管51およびコネクタ53を介して濃度計測装置79を接続する。該濃度計測装置79は、各種のガスの濃度を計測するためのものである。 When the penetration of each borehole 3 and each borehole 5 into the underground M is completed, as shown in FIG. 9, the steam supply device 9 and the control panel 33 are connected via an electric wire (not shown), The steam supply device 9 is connected to the connection pipe 75 attached to the upper end portion of each borehole 3 that has penetrated into the points O1, O3, O8, and O10 via the steam branch pipe 23 and the steam collecting pipe 25. On the other hand, a concentration measuring device 79 is connected to a connecting pipe 77 attached to the upper end portion of each borehole 5 surrounding each borehole 3 inserted into the points O1, O3, O8, O10 via a gas sampling pipe 51 and a connector 53. Connect. The concentration measuring device 79 is for measuring the concentration of various gases.
 次に、制御盤33を操作して、水蒸気供給装置9で生成された水蒸気を、地点O1,O3,O8,O10に貫入された各試錐管3に供給する。このとき、水蒸気供給装置9から供給される水蒸気の温度が100℃以上200℃未満の範囲における所定の温度になるように水蒸気供給装置9の圧力調整装置9bが制御装置33aにより制御される。該所定の温度としては、例えば150℃を挙げることができる。 Next, the control panel 33 is operated to supply the water vapor generated by the water vapor supply device 9 to each borehole 3 that has penetrated into the points O1, O3, O8, and O10. At this time, the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C. An example of the predetermined temperature is 150 ° C.
 前記所定の温度の準高温水蒸気は、各試錐管3内に供給され試錐管3の貫通孔3aを介して地中Mに注入され、この注入された水蒸気の熱により地中MのVOCsが気化される。各試錐管3を介して準高温水蒸気を地中Mに注入しながら、各試錐管5およびガス採取管51を介して地中Mの気化したVOCsのガスを濃度計測装置79により吸引して採取し、その採取したガスの濃度を濃度計測装置79により測定する。濃度計測装置79により測定された測定値が、前記VOCs濃度判定値以下だったら、試錐管3と該試錐管3を囲繞する6本の試錐管5とをそれぞれ地中Mから同じ量(予め設定された短い量)だけ引き上げたのち、再度、ガスの濃度を濃度計測装置79により測定する。 The quasi-high-temperature steam at the predetermined temperature is supplied into each borehole 3 and injected into the ground M through the through-hole 3a of the borehole 3, and VOCs in the ground M are vaporized by the heat of the injected steam. Is done. While injecting semi-high temperature steam into the underground M through each borehole 3, the gas of VOCs vaporized in the underground M is sucked and collected by the concentration measuring device 79 through each borehole 5 and the gas sampling pipe 51. Then, the concentration of the collected gas is measured by the concentration measuring device 79. If the measured value measured by the concentration measuring device 79 is less than or equal to the VOCs concentration determination value, the borehole 3 and the six boreholes 5 surrounding the borehole 3 are respectively the same amount from the ground M (set in advance). The gas concentration is again measured by the concentration measuring device 79.
 1本の試錐管3を囲繞する6本の試錐管5のうち少なくとも何れか1本の試錐管5から採取されたガスの濃度がVOCs濃度判定値を越えるまで、試錐管3および該試錐管3を囲繞する6本の試錐管5のさらなる引き上げとガスの濃度の測定とを繰り返す。この試錐管3および試錐管5の引き上げは、図1に示す小領域R1,R3,R8,R10ごとに行う。そして、測定値がVOCs濃度判定値を越えたら、そのときの深度に、試錐管3および該試錐管3を囲繞する6本の試錐管5を貫入したままにしておく。これによって、試錐管3と該試錐管3を囲繞する6本の試錐管5とは、地中Mの同一の深度に貫入された状態となる。
 このようにして、地点O1,O3,O8,O10に貫入された各試錐管3と、これらの試錐管3をそれぞれ囲繞する6本の試錐管5について、地中Mの汚染された領域の最も深い深度までの貫入作業が終了する。
Until the concentration of the gas sampled from at least one of the six boreholes 5 surrounding one borehole 3 exceeds the VOCs concentration determination value, the borehole 3 and the borehole 3 Repeat the further lifting of the six boreholes 5 surrounding and measuring the gas concentration. The test tube 3 and the test tube 5 are pulled up for each of the small regions R1, R3, R8, and R10 shown in FIG. When the measured value exceeds the VOCs concentration determination value, the borehole 3 and the 6 boreholes 5 surrounding the borehole 3 are left penetrating at that depth. As a result, the borehole 3 and the six boreholes 5 surrounding the borehole 3 are in a state of being penetrated at the same depth in the ground M.
In this way, for each of the boreholes 3 penetrating the points O1, O3, O8, and O10 and the six boreholes 5 surrounding each of the boreholes 3, the most of the contaminated area of the underground M Penetration work to a deep depth is completed.
(3)第一段階の浄化作業の準備作業
 次に、各試錐管3の上端部に取り付けていた接続管75を取り外したのち、図2に示すように、各試錐管3内に、アルカリ化合物の無数の小片体27…を充填すると共に加熱装置29を配設する。そして、オゾン含有ガス分岐管35,第一集合管37a,オゾン含有ガス本管38を介してオゾン含有ガス供給装置11を各試錐管3と接続すると共に、水蒸気分岐管23および水蒸気集合管25を介して水蒸気供給装置9を各試錐管3と接続し、さらに、各加熱装置29等を制御盤33と接続する。また、各試錐管5の上端部に取り付けていた接続管77を取り外したのち、図3に示すように、オゾン含有ガス枝管47,第二集合管37bおよびオゾン含有ガス本管38を介してオゾン含有ガス供給装置11を各試錐管5と接続する。
(3) Preparatory work for the first-stage purification work Next, after removing the connecting pipe 75 attached to the upper end portion of each borehole 3, as shown in FIG. These innumerable small pieces 27 are filled and a heating device 29 is provided. The ozone-containing gas supply device 11 is connected to each borehole tube 3 through the ozone-containing gas branch pipe 35, the first collecting pipe 37a, and the ozone-containing gas main pipe 38, and the water vapor branch pipe 23 and the water vapor collecting pipe 25 are connected. The steam supply device 9 is connected to each of the boreholes 3, and each heating device 29 is connected to the control panel 33. Further, after removing the connecting pipe 77 attached to the upper end of each borehole 5, as shown in FIG. 3, the ozone-containing gas branch pipe 47, the second collecting pipe 37b, and the ozone-containing gas main pipe 38 are used. The ozone-containing gas supply device 11 is connected to each borehole 5.
(4)第一段階の浄化作業
 次に、制御盤33を操作して、全ての第二電磁式切替弁49を開弁すると共に、オゾン含有ガス本管38と第二集合管37bとが連通するように第一電磁式開閉弁39を切り替えたのち、図1に示す小領域R1,R3,R8,R10に貫入された各試錐管5に、オゾン含有ガス供給装置11で生成されたオゾン含有ガスを供給する。これにより、各試錐管5の貫通孔5aを介してオゾン含有ガスが地中Mに注入される。この注入工程は、本発明でいう「オゾン含有ガス注入工程」を構成する。
(4) First-stage purification operation Next, the control panel 33 is operated to open all the second electromagnetic switching valves 49, and the ozone-containing gas main pipe 38 and the second collecting pipe 37b communicate with each other. After switching the first electromagnetic on-off valve 39, the ozone-containing gas produced by the ozone-containing gas supply device 11 is inserted into each borehole 5 penetrating into the small regions R1, R3, R8, R10 shown in FIG. Supply gas. Thereby, ozone containing gas is inject | poured into the underground M through the through-hole 5a of each borehole 5. FIG. This injection step constitutes the “ozone-containing gas injection step” in the present invention.
 前記オゾン含有ガス注入工程を開始して所定の時間(例えば30分ないし1時間)経過したら制御盤33を操作して加熱装置29の電熱器61に電力を供給すると共に、水蒸気供給装置9で生成された水蒸気を、図1に示す地点O1,O3,O8,O10に貫入された各試錐管3に水蒸気集合管25,水蒸気分岐管23,継手21,ニップル17および接続管15を介して各試錐管3に供給する。このとき、水蒸気供給装置9から供給される水蒸気の温度が100℃以上200℃未満の範囲における所定の温度になるように水蒸気供給装置9の圧力調整装置9bが制御装置33aにより制御される。該所定の温度は、本発明でいう「第二の温度」を構成する。該所定の温度としては、例えば150℃を挙げることができる。 When a predetermined time (for example, 30 minutes to 1 hour) has elapsed since the start of the ozone-containing gas injection step, the control panel 33 is operated to supply power to the electric heater 61 of the heating device 29 and to be generated by the water vapor supply device 9 The drilled steam is passed through each of the boreholes 3 penetrating into the points O1, O3, O8, and O10 shown in FIG. 1 through the steam collecting pipe 25, the steam branching pipe 23, the joint 21, the nipple 17 and the connecting pipe 15. Supply to tube 3. At this time, the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in a range of 100 ° C. or higher and lower than 200 ° C. The predetermined temperature constitutes the “second temperature” in the present invention. An example of the predetermined temperature is 150 ° C.
 このようにして、前記所定の温度の準高温水蒸気は、各試錐管3内に供給されて、加熱装置29が挿入された試錐管3内の部位を通過するとき、加熱装置29の熱交換器63と試錐管3の内周面とで形成された螺旋状の通路を旋回しながら通過する。このとき、通電されて高温となった電熱器61により水蒸気が十分に加熱され、200℃以上300℃以下の範囲における所定の温度を有する高温水蒸気が生成される。このため、生成されたばかりの高温水蒸気を直ちに試錐管3の貫通孔3aを介して地中Mに注入することができ、高温の状態の水蒸気の熱により地中MのVOCsや鉱油を効果的に気化することができる。200℃以上300℃以下の範囲における所定の温度は、本発明でいう「第一の温度」を構成する。該所定の温度としては、例えば250℃を挙げることができる。このような所定の温度になるように、加熱装置29の電熱器61に供給される電力の量が制御装置33aにより制御される。 In this way, when the semi-high temperature steam at the predetermined temperature is supplied into each borehole 3 and passes through a portion in the borehole 3 in which the heating device 29 is inserted, the heat exchanger of the heating device 29 It passes through a spiral passage formed by 63 and the inner peripheral surface of the borehole 3 while turning. At this time, the steam is sufficiently heated by the electric heater 61 that is energized and heated to a high temperature, and high-temperature steam having a predetermined temperature in the range of 200 ° C. to 300 ° C. is generated. For this reason, the high temperature steam just generated can be immediately injected into the underground M through the through hole 3a of the borehole 3, and the VOCs and mineral oil in the underground M are effectively removed by the heat of the high temperature steam. Can be vaporized. The predetermined temperature in the range of 200 ° C. or higher and 300 ° C. or lower constitutes the “first temperature” in the present invention. An example of the predetermined temperature is 250 ° C. The amount of electric power supplied to the electric heater 61 of the heating device 29 is controlled by the control device 33a so as to reach such a predetermined temperature.
 このような加熱後の高温水蒸気が、試錐管3内の下端部に充填されたアルカリ化合物の無数の小片体27…間を通過することで、アルカリ化合物の無数の小片体27…が高温水蒸気に晒されて該高温水蒸気の水分中にアルカリ化合物が溶解し、その結果、アルカリ含有水蒸気が生成される。このため、アルカリ含有水蒸気を容易に生成することができると共にアルカリ含有水蒸気を生成するための装置を単純な構造により構成することができる。生成されたアルカリ含有水蒸気は高温の状態で、各試錐管3の各貫通孔3aを介して地中Mに注入される。この注入工程は、本発明でいう「アルカリ含有水蒸気注入工程」を構成する。これにより、試錐管3の近傍の地中Mに存在するVOCsの略全ては高温のアルカリ含有水蒸気の熱で気化される一方、VOCsと相溶した鉱油の一部も気化される。この結果、試錐管3の近傍の地中Mに存在するVOCsや鉱油が気化したものは、アルカリ含有水蒸気により試錐管3の周囲外方に向かって拡散させられる。 The high-temperature steam after heating passes between the countless small pieces 27 of the alkali compound filled in the lower end portion of the borehole 3 so that the countless small pieces 27 of the alkali compound become high-temperature steam. The alkali compound is dissolved in the moisture of the high-temperature steam by exposure, and as a result, alkali-containing steam is generated. For this reason, it is possible to easily generate alkali-containing water vapor and to configure an apparatus for generating alkali-containing water vapor with a simple structure. The generated alkali-containing water vapor is injected into the underground M through each through hole 3a of each borehole 3 in a high temperature state. This injection step constitutes the “alkali-containing water vapor injection step” in the present invention. Thereby, substantially all of the VOCs existing in the underground M near the borehole 3 are vaporized by the heat of the high-temperature alkali-containing water vapor, and part of the mineral oil compatible with the VOCs is also vaporized. As a result, the vaporized VOCs and mineral oil present in the underground M near the borehole 3 are diffused outward around the borehole 3 by the alkali-containing water vapor.
 なお、この第一段階の浄化作業では、オゾン含有ガス注入工程をアルカリ含有水蒸気注入工程より先に開始するようにしたが、これに限らず、両工程を同時に開始するようにしてもよい。何れの場合でも、試錐管3の貫通孔3aを介して地中Mに注入されたアルカリ含有水蒸気が試錐管5の近傍に到達するまでには、浄化に必要な量のオゾン含有ガスを試錐管5の近傍に十分確保することができる。 In this first stage purification operation, the ozone-containing gas injection step is started before the alkali-containing water vapor injection step. However, the present invention is not limited to this, and both steps may be started simultaneously. In any case, until the alkali-containing water vapor injected into the underground M through the through-hole 3a of the borehole 3 reaches the vicinity of the borehole 5, an ozone-containing gas in an amount necessary for purification is supplied to the borehole. 5 can be secured sufficiently in the vicinity of 5.
 試錐管3を囲繞する各試錐管5にオゾン含有ガスを供給するオゾン含有ガス注入工程を実施しながら、アルカリ含有水蒸気を試錐管3に供給してその貫通孔3aを介して地中Mに注入するアルカリ含有水蒸気注入工程を実施するようにしたので、試錐管3の周囲外方に向かって拡散し試錐管5の近傍に到達した気体状態のVOCsや鉱油は、各試錐管5の貫通孔5aを介して地中Mに注入されたオゾン含有ガス中のオゾンと効果的に反応してオゾンによる酸化分解が活発に行なわれる。このため、試錐管3の周囲に存在するVOCsの略全ては短時間に確実に浄化されると共に、VOCsと相溶していた鉱油の一部(気化したもの)も確実に浄化される。 While carrying out an ozone-containing gas injection process for supplying ozone-containing gas to each of the boreholes 5 surrounding the borehole 3, the alkali-containing water vapor is supplied to the borehole 3 and injected into the underground M through the through hole 3a. Since the alkali-containing water vapor injection step is performed, the VOCs and mineral oil in the gaseous state that diffused toward the periphery of the borehole 3 and reached the vicinity of the borehole 5 are the through holes 5a of the boreholes 5a. The ozone effectively reacts with ozone in the ozone-containing gas injected into the underground M via the oxidization, and oxidative decomposition by ozone is actively performed. For this reason, substantially all of the VOCs existing around the borehole 3 are reliably purified in a short time, and part of the mineral oil (vaporized) compatible with the VOCs is also reliably purified.
 なお、VOCsはオゾンにより酸化分解されると塩素や塩酸が発生し、これらの塩素や塩酸はオゾンを分解する触媒として機能する結果、オゾンが減少して浄化に必要なオゾンが不足するという問題がある。しかし、試錐管3の貫通孔3aを介してアルカリ含有水蒸気が地中Mに注入されているので、気体状態のVOCsや鉱油と共にアルカリ含有水蒸気も試錐管5の近傍に到達する。アルカリ含有水蒸気中に含まれるアルカリ化合物が水酸化カリウムや水酸化ナトリウムの場合は、VOCsがオゾンにより酸化分解されて生成された塩素や塩酸がアルカリ化合物と中和して無害な塩化ナトリウムや塩化カリウムを生成する。このため、塩素や塩酸によるオゾンの分解を効果的に抑制することができ、オゾンを無駄に消失させずに済む。 When VOCs are oxidatively decomposed by ozone, chlorine and hydrochloric acid are generated. These chlorine and hydrochloric acid function as a catalyst for decomposing ozone. As a result, ozone is reduced and ozone necessary for purification is insufficient. is there. However, since the alkali-containing water vapor is injected into the ground M through the through-hole 3a of the borehole 3, the alkali-containing water vapor also reaches the vicinity of the borehole 5 together with the VOCs and mineral oil in the gas state. When the alkali compound contained in the alkali-containing water vapor is potassium hydroxide or sodium hydroxide, chlorine and hydrochloric acid generated by oxidative decomposition of VOCs with ozone are neutralized with the alkali compound and harmless sodium chloride and potassium chloride Is generated. For this reason, the decomposition | disassembly of ozone by chlorine or hydrochloric acid can be suppressed effectively, and it does not need to lose | eliminate ozone wastefully.
 また、高温のアルカリ含有水蒸気を各貫通孔3aを介して注入する試錐管3から離間した位置に、各貫通孔5aを介してオゾン含有ガスを注入する試錐管5が地中Mに貫入されているので、試錐管3の貫通孔3aを介して地中Mに注入された高温のアルカリ含有水蒸気は、試錐管5の近傍に到達するまでに地中MのVOCsや鉱油を気化したり地中Mの土壌に接触することで、試錐管5の近傍に到達したときの温度が、試錐管3の貫通孔3aから地中Mに注入された直後の温度より低下する。このため、高温のアルカリ含有水蒸気を各試錐管3の貫通孔3aを介して地中Mに注入しても、各試錐管5の貫通孔5aを介して地中Mに注入されたオゾン含有ガス中のオゾンが、試錐管3から試錐管5の近傍に到達したアルカリ含有水蒸気の熱によって短時間で酸素に分解されることもない。 Moreover, the borehole 5 which inject | pours ozone-containing gas through each through-hole 5a is penetrated in the underground M in the position away from the borehole 3 which inject | pours high temperature alkali-containing water vapor | steam through each through-hole 3a. Therefore, the high-temperature alkali-containing water vapor injected into the underground M through the through-hole 3a of the borehole 3 vaporizes the VOCs and mineral oil in the underground M before reaching the vicinity of the borehole 5 or underground. By contacting the soil of M, the temperature when reaching the vicinity of the borehole 5 is lower than the temperature immediately after being injected into the ground M from the through hole 3a of the borehole 3. For this reason, even if hot alkali-containing water vapor is injected into the underground M through the through-holes 3a of the boreholes 3, the ozone-containing gas injected into the underground M through the through-holes 5a of the boreholes 5 The ozone inside is not decomposed into oxygen in a short time by the heat of the alkali-containing water vapor that has reached the vicinity of the borehole 5 from the borehole 3.
 一方、試錐管3の貫通孔3aを介して地中Mに注入されたアルカリ含有水蒸気は、試錐管5の近傍に到達するまでには高温の状態があるので、その高温のアルカリ含有水蒸気の熱により地中MのVOCsや鉱油の気化が促進される。気化されたVOCsや鉱油はアルカリ含有水蒸気により搬送され、比較的温度が低下した気体の状態で試錐管5の近傍に到達するので、その気体の状態で到達したVOCsや鉱油はオゾン含有ガス中のオゾンと活発に反応する。 On the other hand, since the alkali-containing water vapor injected into the underground M through the through-hole 3a of the borehole 3 has a high temperature state before reaching the vicinity of the borehole 5, the heat of the hot alkali-containing water vapor is high. This promotes the vaporization of underground VOCs and mineral oil. The vaporized VOCs and mineral oil are transported by alkali-containing water vapor and reach the vicinity of the borehole 5 in a gas state with a relatively low temperature. Therefore, the VOCs and mineral oil that have reached in the gas state are contained in the ozone-containing gas. Reacts actively with ozone.
 また、試錐管3から離間した位置で、かつ、該試錐管3を囲繞するように地中Mに貫入された複数の試錐管5の貫通孔5aを介して地中Mにオゾン含有ガスが注入されるので、試錐管3の周囲外方に向かって拡散しようとする気化したVOCsや鉱油はオゾン含有ガス中のオゾンと反応して確実に浄化される。
 また、各試錐管3の周囲に存在していた鉱油で気化されずに残存している鉱油は、高温のアルカリ含有水蒸気の熱で高温の液体状態となって、アルカリ含有水蒸気中のアルカリ化合物と反応すると共にオゾン含有ガス中のオゾンにより酸化されて石鹸化される。
Further, the ozone-containing gas is injected into the underground M through the through-holes 5a of the plurality of boreholes 5 inserted at the position away from the borehole 3 and surrounding the borehole 3. Therefore, the vaporized VOCs and mineral oil that try to diffuse outward around the borehole 3 react with ozone in the ozone-containing gas and are reliably purified.
Further, the mineral oil remaining without being vaporized by the mineral oil existing around each borehole 3 becomes a high-temperature liquid state by the heat of the high-temperature alkali-containing water vapor, and the alkali compound in the alkali-containing water vapor As it reacts, it is oxidized and soaped by ozone in the ozone-containing gas.
 この第一段階の浄化作業を所定の時間(例えば5ないし6時間)行ったら、制御盤33を操作して水蒸気供給装置9による準高温水蒸気の供給、オゾン含有ガス供給装置11によるオゾン含有ガスの供給および加熱装置29の電熱器61への電力の供給を一旦停止する。そして、各試錐管5の接続管45にガス採取管51を介して接続されたコネクタ53にそれぞれ濃度計測装置79を接続して、各試錐管5を介して地中MからVOCsのガスを吸引して採取し、その採取したガスの濃度を測定する。 When this first purification operation is performed for a predetermined time (for example, 5 to 6 hours), the control panel 33 is operated to supply the semi-high temperature steam by the steam supply device 9 and the ozone-containing gas by the ozone-containing gas supply device 11. The supply of electric power to the electric heater 61 of the supply and heating device 29 is temporarily stopped. Then, a concentration measuring device 79 is connected to each connector 53 connected to the connection pipe 45 of each borehole 5 via the gas sampling pipe 51, and the VOCs gas is sucked from the underground M via each borehole 5. Then, the concentration of the collected gas is measured.
 測定したガスの濃度の測定値が前記VOCs濃度判定値より大きかったら、該VOCs濃度判定値以下になるまで、この第一段階の浄化作業を継続して行う。このとき、試錐管3を囲繞する6本の試錐管5のうち一部の試錐管5を介して採取したガスの濃度は前記VOCs濃度判定値以下だが、残りの試錐管5を介して採取したガスの濃度が前記VOCs濃度判定値より大きい場合は、当該残りの試錐管5および当該残りの試錐管5と隣り合う試錐管5にはオゾン含有ガスの供給を継続する一方、それ以外の試錐管5(ガスの濃度が前記VOCs濃度判定値以下のもの)に接続されたオゾン含有ガス枝管47の流路を開閉する第二電磁式切替弁49を閉弁して当該試錐管5へのオゾン含有ガスの供給を停止する。オゾン含有ガスの無駄な供給を回避するためである。 If the measured value of the measured gas concentration is greater than the VOCs concentration determination value, the first-stage purification operation is continued until the measured value of the VOCs concentration is equal to or lower than the VOCs concentration determination value. At this time, the concentration of the gas sampled through some of the six boreholes 5 surrounding the borehole 3 is not more than the VOCs concentration determination value, but was taken through the remaining boreholes 5. When the gas concentration is larger than the VOCs concentration determination value, the supply of ozone-containing gas is continued to the remaining borehole 5 and the borehole 5 adjacent to the remaining borehole 5, while the other boreholes 5 (the gas concentration is equal to or lower than the VOCs concentration determination value) connected to the ozone-containing gas branch pipe 47, the second electromagnetic switching valve 49 is opened and closed to the borehole 5 Stop supply of contained gas. This is to avoid wasteful supply of the ozone-containing gas.
(5)第二段階の浄化作業
 前記第一段階の浄化作業が終了したら、制御盤33を操作して加熱装置29の電熱器61への通電を遮断すると共に、オゾン含有ガス本管38が第一集合管37aと連通するように第一電磁式開閉弁39を切り替える。これにより、オゾン含有ガス供給装置11で生成されたオゾン含有ガスは、地点O1,O3,O8,O10の各試錐管3に供給されるようになり、各試錐管3の貫通孔3aを介してオゾン含有ガスが地中Mに注入される。このオゾン含有ガスの各試錐管3への注入工程は、本発明でいう「追加のオゾン含有ガス注入工程」を構成する。このとき、水蒸気供給装置9で生成された所定の温度を有する準高温水蒸気も地点O1,O3,O8,O10の各試錐管3に供給されて各試錐管3内のアルカリ化合物の無数の小片体27…間を通過することで、アルカリ化合物の無数の小片体27…が準高温水蒸気に晒されて該準高温水蒸気の水分中にアルカリ化合物が溶解しアルカリ含有水蒸気が生成される。そして、該アルカリ含有水蒸気は、オゾン含有ガスと共に各試錐管3の貫通孔3aを介して地中Mに注入される。
(5) Second-stage purification operation When the first-stage purification operation is completed, the control panel 33 is operated to cut off the energization of the heater 29 of the heating device 29 and the ozone-containing gas main pipe 38 is The first electromagnetic on-off valve 39 is switched so as to communicate with the one collecting pipe 37a. Thereby, the ozone containing gas produced | generated with the ozone containing gas supply apparatus 11 comes to be supplied to each borehole 3 of point O1, O3, O8, O10, and through the through-hole 3a of each borehole 3 Ozone-containing gas is injected into the underground M. This step of injecting the ozone-containing gas into each borehole 3 constitutes the “additional ozone-containing gas injection step” as referred to in the present invention. At this time, the semi-high temperature steam having a predetermined temperature generated by the steam supply device 9 is also supplied to each of the boreholes 3 at the points O1, O3, O8, and O10, and countless small pieces of alkali compounds in the boreholes 3 are obtained. 27... Passing through, the innumerable small pieces 27 of the alkali compound are exposed to the quasi-high temperature steam, and the alkali compound is dissolved in the water of the quasi-high temperature steam to generate alkali-containing steam. And this alkali-containing water vapor | steam is inject | poured into the underground M through the through-hole 3a of each borehole 3 with ozone-containing gas.
 また、このとき、水蒸気供給装置9から供給される水蒸気の温度が100℃以上200℃未満の範囲における所定の温度になるように水蒸気供給装置9の圧力調整装置9bが制御装置33aにより制御される。該所定の温度は、本発明でいう「第三の温度」を構成する。該所定の温度としては、前記第一段階の浄化作業において各試錐管3に供給された水蒸気の所定の温度と同一の温度(例えば150℃)の温度でもよいし異なる温度でもよい。 At this time, the pressure adjusting device 9b of the water vapor supply device 9 is controlled by the control device 33a so that the temperature of the water vapor supplied from the water vapor supply device 9 becomes a predetermined temperature in the range of 100 ° C. or higher and lower than 200 ° C. . The predetermined temperature constitutes a “third temperature” in the present invention. The predetermined temperature may be the same temperature (for example, 150 ° C.) as the predetermined temperature of the water vapor supplied to each borehole tube 3 in the first-stage purification operation or a different temperature.
 而して、地点O1,O3,O8,O10の各試錐管3の貫通孔3aを介してオゾン含有ガスおよび準高温水蒸気が地中Mに注入される。この結果、前記第一段階の浄化作業で各試錐管3の周囲に存在していた鉱油で気化や石鹸化されずに液体の状態で残存していた鉱油は、地中Mに注入された準高温水蒸気により昇温されて温度の高い液体の状態にされることで、前記第一段階の浄化作業で地中Mに注入され各試錐管3の周囲に残存しているアルカリ含有水蒸気中のアルカリ化合物や、この第二段階の浄化作業で地中Mに注入されたアルカリ含有水蒸気中のアルカリ化合物と活発に反応して石鹸化される。そして、この石鹸化は、この第二段階の浄化作業で地中Mに注入されたオゾン含有ガス中のオゾンにより一層促進される。鉱油が石鹸化されて生成された化合物は水溶性であり水に溶解することで微生物の栄養分となって生物学的処理が円滑に行われ浄化される。 Thus, ozone-containing gas and quasi-high-temperature steam are injected into the ground M through the through holes 3a of the boreholes 3 at the points O1, O3, O8, and O10. As a result, the mineral oil remaining in the liquid state without being vaporized or soaped by the mineral oil present around each borehole 3 in the purification operation of the first stage is the quasi Alkaline in the alkali-containing water vapor that is injected into the ground M in the first-stage purification operation and remains around each of the boreholes 3 by being heated to a high temperature liquid state by the high temperature water vapor. It is soaped by vigorously reacting with the compound and the alkali compound in the alkali-containing water vapor injected into the ground M in this second stage purification operation. This soaping is further promoted by ozone in the ozone-containing gas injected into the underground M in the second stage purification operation. The compound produced by soaping the mineral oil is water-soluble and dissolves in water to become a nutrient of microorganisms and to be biologically processed and purified.
 なお、前記第一段階の浄化作業において、各試錐管3の貫通孔3aを介して高温のアルカリ含有水蒸気が地中Mに注入されたことで余熱が地中Mに十分残存している場合には、この第二段階の浄化作業では、準高温水蒸気の各試錐管3への供給は行わず、オゾン含有ガスだけを各試錐管3の貫通孔3aを介して地中Mに注入するようにしてもよい。その場合は、地中Mに残存している余熱により比較的温度の高い液体の状態で鉱油がアルカリ含有水蒸気中のアルカリ化合物やオゾン含有ガス中のオゾンと反応して石鹸化されることになる。 In the first-stage purification operation, when the remaining heat remains sufficiently in the underground M due to high-temperature alkali-containing water vapor being injected into the underground M through the through-holes 3a of the boreholes 3. In this second stage purification operation, the semi-high temperature water vapor is not supplied to each borehole 3 and only the ozone-containing gas is injected into the underground M through the through-hole 3a of each borehole 3. May be. In that case, the mineral oil reacts with the alkali compound in the alkali-containing water vapor and the ozone in the ozone-containing gas in a liquid state with a relatively high temperature due to the residual heat remaining in the underground M, and is soaped. .
 この第二段階の浄化作業を所定の時間(例えば5ないし6時間)行ったら、制御盤33を操作して水蒸気供給装置9による準高温水蒸気の供給およびオゾン含有ガス供給装置11によるオゾン含有ガスの供給を一旦停止する。そして、各試錐管5の接続管45にガス採取管51を介して接続されたコネクタ53にそれぞれ前記濃度計測装置79を接続して、各試錐管5を介して地中Mから鉱油のガスを吸引して採取し、その採取したガスの濃度を測定する。
 各試錐管5のうち少なくとも何れか1本の試錐管5から採取したガスの濃度の測定値が鉱油濃度判定値(鉱油により汚染されていないと判定できる基準値)より大きかったら、該鉱油濃度判定値以下になるまで、この第二段階の浄化作業を継続して行う。
When this second stage purification operation is performed for a predetermined time (for example, 5 to 6 hours), the control panel 33 is operated to supply the semi-high temperature steam by the steam supply device 9 and the ozone-containing gas supply by the ozone-containing gas supply device 11. Stop supplying temporarily. The concentration measuring device 79 is connected to the connector 53 connected to the connecting pipe 45 of each borehole 5 via the gas sampling pipe 51, and the mineral oil gas is discharged from the underground M via the borehole 5. Collect by suction and measure the concentration of the collected gas.
If the measured value of the concentration of the gas sampled from at least one of the boreholes 5 is greater than the mineral oil concentration judgment value (a reference value that can be judged as not contaminated with mineral oil), the mineral oil concentration judgment This second stage of purification is continued until the value is below the value.
(6)深度変更後の第一段階の浄化作業
 上述した第二段階の浄化作業が終了したら、各試錐管3と各試錐管5とをそれぞれ同じ量(予め設定された短い量)だけ上方に引き上げて、地中Mに対する各試錐管3および各試錐管5の貫入の深度を、まだ浄化作業が行われていない他の深度にそれぞれ変更する。
 このようにして、深度を変更したのち、上述した「(4)第一段階の浄化作業」と同様の作業を再び実施する。
(6) First-stage purification work after depth change When the second-stage purification work described above is completed, each borehole 3 and each borehole 5 are moved upward by the same amount (a preset short amount). The depth of penetration of each borehole 3 and each borehole 5 with respect to the underground M is changed to another depth that has not yet undergone purification work.
After changing the depth in this way, the same operation as the above-described “(4) First-stage purification operation” is performed again.
(7)深度変更後の第二段階の浄化作業
 前記「(6)深度変更後の第一段階の浄化作業」が終了したら、制御盤33を操作して、加熱装置29の電熱器61への通電を遮断すると共に、オゾン含有ガス本管38と第一集合管37aとが連通するように第一電磁式開閉弁39を切り替えて、上述した「(5)第二段階の浄化作業」と同様の作業を再び実施する。
(7) Second-stage purification work after depth change After the "(6) First-stage purification work after depth change" is completed, the control panel 33 is operated to connect the heating device 29 to the electric heater 61. The first electromagnetic on-off valve 39 is switched so that the energization is interrupted and the ozone-containing gas main pipe 38 and the first collecting pipe 37a communicate with each other, and the same as the above-mentioned “(5) Second stage purification operation”. Perform the above procedure again.
(8)再深度変更後の第一段階および第二段階の各浄化作業
 上述した「(6)深度変更後の第一段階の浄化作業」および「(7)深度変更後の第二段階の浄化作業」は、小領域R1,R3,R8,R10において汚染領域が特定された全ての深度につき浄化が終了するまで実施され、全ての深度につき浄化が終了すると、小領域R1,R3,R8,R10における浄化作業が終了する。
(8) Remediation operations in first stage and second stage after re-depth change “(6) First-stage purification work after depth change” and “(7) Second-stage purification after depth change” The “operation” is performed until the purification is completed for all the depths in which the contaminated areas are specified in the small areas R1, R3, R8, and R10, and when the purification is completed for all the depths, the small areas R1, R3, R8, and R10 are performed. The purification work in is completed.
(9)その他の汚染領域の浄化作業
 次に、地点O2,O4,O7,O9をそれぞれ囲繞する地点Aであって試錐管5が貫入されていない地点Aの全てに試錐管5を試錐装置により貫入する。これによって、地点O2,O4,O7,O9に貫入された各試錐管3は、それぞれ6本の試錐管5によって囲繞される。それぞれ6本の試錐管5を貫入する深度は、当該6本の試錐管5が囲繞する試錐管3が貫入されている深度と同一の深度とする。したがって、前の浄化作業で既に貫入されていた試錐管5でその深度が、当該試錐管5が囲繞する試錐管3の深度と異なる場合は、該試錐管3の深度と一致するように当該試錐管5を貫入し直す。
(9) Purification work for other contaminated areas Next, the boreholes 5 are connected to all the points A that surround the points O2, O4, O7, and O9 and are not penetrated by the borehole device. Intrude. Thereby, each borehole 3 penetrated into the points O2, O4, O7, and O9 is surrounded by six boreholes 5, respectively. The depth of penetration of the six boreholes 5 is the same as the depth of penetration of the borehole 3 surrounded by the six boreholes 5. Therefore, when the depth of the borehole 5 already penetrated in the previous purification operation is different from the depth of the borehole 3 surrounded by the borehole 5, the borehole is matched with the depth of the borehole 3. Re-penetrate tube 5.
 次に、地点O2,O4,O7,O9の各試錐管3内に、アルカリ化合物の無数の小片体27…が充填されると共に、地点O1,O3,O8,O10の各試錐管3にそれぞれ取り付けられていた各接続管15、ニップル17、継手21および各加熱装置29を取り外して、地点O2,O4,O7,O9の各試錐管3に取り付け直し、これらの試錐管3に、水蒸気供給装置9で生成された水蒸気と、オゾン含有ガス供給装置11で生成されたオゾン含有ガスとが供給されるように配管し直す。 Next, innumerable small pieces 27 of the alkaline compound are filled in each of the test tubes 3 at the points O2, O4, O7, and O9, and are attached to the test tubes 3 at the points O1, O3, O8, and O10, respectively. The connecting pipes 15, the nipples 17, the joints 21, and the heating devices 29 are removed and reattached to the test tubes 3 at the points O 2, O 4, O 7, and O 9, and the steam supply devices 9 are connected to the test tubes 3. Then, the piping is performed again so that the water vapor generated in step 1 and the ozone-containing gas generated in the ozone-containing gas supply device 11 are supplied.
 また、小領域R1,R3,R8,R10の各試錐管5のうち、小領域R2,R4,R7,R9の何れかの領域に含まれる試錐管5にそれぞれ取り付けられていた接続管45やオゾン含有ガス枝管47等は試錐管5に取り付けたままにしておく一方、それら以外の小領域R1,R3,R8,R10の各試錐管5に取り付けられていた接続管45やオゾン含有ガス枝管47等は取り外して、接続管45やオゾン含有ガス枝管47等が取り付けられていない小領域R2,R4,R7,R9の各試錐管5に取り付け直す。これにより、小領域R2,R4,R7,R9の各試錐管5にオゾン含有ガス供給装置11で生成されたオゾン含有ガスが供給されるようにする。
 次に、制御盤33を操作して、上述した「(4)第一段階の浄化作業」から「(8)再深度変更後の第一段階および第二段階の各浄化作業」までの作業と同様の作業を小領域R2,R4,R7,R9の各試錐管3および各試錐管5に対して実施する。
Further, of the boreholes 5 in the small regions R1, R3, R8, and R10, the connecting tube 45 and ozone attached to the boreholes 5 included in any one of the small regions R2, R4, R7, and R9. The contained gas branch pipe 47 and the like are left attached to the borehole 5, while the connecting pipe 45 and the ozone-containing gas branch pipe attached to each of the boreholes 5 in the small regions R 1, R 3, R 8, and R 10 other than them. 47 and the like are removed and reattached to each of the test tubes 5 in the small regions R2, R4, R7, and R9 where the connecting pipe 45 and the ozone-containing gas branch pipe 47 are not attached. Thereby, the ozone containing gas produced | generated with the ozone containing gas supply apparatus 11 is supplied to each borehole 5 of small area | region R2, R4, R7, R9.
Next, the control panel 33 is operated to perform the operations from “(4) First-stage purification work” to “(8) First-stage and second-stage purification work after re-depth change” described above. The same operation is performed for each borehole 3 and each borehole 5 in the small regions R2, R4, R7, and R9.
(10)残りの汚染領域の浄化作業
 小領域R2,R4,R7,R9における浄化作業が終了したら、前記「(9)その他の汚染領域の浄化作業」と同様の作業を、残りの汚染領域である小領域R5,R6について実施する。小領域R5,R6の浄化作業が終了すると、領域Rの浄化作業が全て完了する。
(10) Cleaning operation of remaining contaminated area After the cleaning work in the small areas R2, R4, R7, and R9 is completed, the same operation as the “(9) Cleaning operation of other contaminated areas” is performed on the remaining contaminated areas. It carries out about a certain small region R5, R6. When the purification operations in the small regions R5 and R6 are completed, all the purification operations in the region R are completed.
 なお、小領域R5,R6の周囲の領域(小領域R1ないしR4,R7ないしR10)を小領域R5,R6より先に浄化したのは、試錐管3および試錐管5を介して注入される水蒸気やオゾン含有ガスにより、小領域R5,R6の外周近傍で小領域R5,R6より外方に存在するVOCsや鉱油が小領域R5,R6より外方に拡散しないようにするためである。すなわち、小領域R5,R6の周囲の領域(小領域R1ないしR4,R7ないしR10)を先に浄化することで、小領域R5,R6の浄化作業を実施するときには、小領域R5,R6より外方にはVOCsや鉱油が存在しないので、小領域R5,R6より外方にVOCsや鉱油が拡散することはない。 The area around the small areas R5 and R6 (the small areas R1 to R4, R7 to R10) was purified before the small areas R5 and R6. The water vapor injected through the borehole 3 and the borehole 5 This is because VOCs and mineral oil existing outside the small regions R5 and R6 in the vicinity of the outer periphery of the small regions R5 and R6 are prevented from diffusing outward from the small regions R5 and R6 by the ozone-containing gas. That is, by purifying the regions around the small regions R5 and R6 (small regions R1 to R4, R7 to R10) first, when performing the purification operation of the small regions R5 and R6, the regions outside the small regions R5 and R6 are outside. Since VOCs and mineral oil do not exist in the direction, VOCs and mineral oil do not diffuse outward from the small regions R5 and R6.
 上述した本発明の実施の形態は本発明を説明するための一例であり、本発明は、前記の実施の形態に限定されるものではなく、特許請求の範囲と明細書との全体から読み取れる発明の要旨または思想に反しない範囲で適宜変更可能であり、そのような変更後の汚染地盤の浄化方法もまた、本発明の技術的範囲に含まれるものである。 The embodiment of the present invention described above is an example for explaining the present invention, and the present invention is not limited to the above-described embodiment, and the invention can be read from the whole of the claims and the specification. The method of purifying the contaminated ground after such change is also included in the technical scope of the present invention.
 例えば、上述した実施の形態では、VOCsおよび鉱油の双方の汚染物質を浄化する汚染地盤の浄化方法の例を示したが、VOCsまたは鉱油のうち何れか一方の汚染物質しか地中Mに存在しない場合でも本発明に係る汚染地盤の浄化方法を実施することで地中Mの汚染物質を浄化することができるのは言うまでもない。
 また、上述した実施の形態では、説明を簡単にするために小領域をR1ないしR10の10箇所に設定した例を示したが、小領域の個数は、VOCsや鉱油によって土壌が汚染されている領域Rの面積に応じて設定される。
For example, in the above-described embodiment, an example of a method for purifying contaminated ground that purifies both VOCs and mineral oil contaminants has been shown. However, only one contaminant of VOCs or mineral oil exists in the underground M. Even in this case, it goes without saying that the pollutant in the underground M can be purified by carrying out the method for purifying contaminated ground according to the present invention.
Further, in the embodiment described above, an example in which the small areas are set to 10 locations R1 to R10 is shown for the sake of simplicity. However, the number of small areas is that the soil is contaminated with VOCs or mineral oil. It is set according to the area of the region R.
 また、上述した実施の形態の汚染地盤の浄化方法においては、小領域R1,R3,R8,R10を同時に浄化したのち、小領域R2,R4,R7,R9を同時に浄化し、最後に小領域R5,R6を同時に浄化するようにしたが、これに限らず、各小領域を1つずつ順々に時間をずらして浄化するようにしてもよい。 Further, in the purification method for contaminated ground according to the above-described embodiment, the small regions R1, R3, R8, and R10 are simultaneously purified, then the small regions R2, R4, R7, and R9 are simultaneously purified, and finally the small region R5. , R6 are purified at the same time. However, the present invention is not limited to this, and each small region may be purified by shifting the time sequentially one by one.
 また、上述した実施の形態の汚染地盤の浄化方法においては、各小領域R1ないしR10を略正六角形状からなる小領域とすると共に、略正六角形状の各頂点に相当する6箇所の地点A…に試錐管5を貫入するようにしたが、貫入する試錐管5の本数を各小領域ごとにさらに6本ずつ追加して1本の試錐管3の周囲に貫入する試錐管5の本数を合計12本としてもよい。図10は、小領域R1についてだけ図示したもので、該小領域R1の地点A…に貫入された6本の試錐管5に加え、地点C…にもさらに6本の試錐管5が貫入され、合計12本の試錐管5が貫入された地面を上方から見た状態を示している。これらの地点C…は、図10に一点鎖線で示す略正六角形状の各頂点に相当する地点に位置付けられている。これら12本の試錐管5の貫通孔5aを介して地中Mにオゾン含有ガスを注入することで、試錐管3の周囲外方に向かって拡散しようとする気化したVOCsは、各試錐管5に供給されるオゾン含有ガス中のオゾンにより漏れなく確実に浄化される。 Moreover, in the purification method of the contaminated ground of embodiment mentioned above, while making each small area | region R1 thru | or R10 into the small area which consists of a substantially regular hexagon shape, six points A corresponding to each vertex of a substantially regular hexagon shape. Although the borehole 5 is penetrated into ..., the number of boreholes 5 to be penetrated is further increased by 6 for each small region, and the number of boreholes 5 penetrating around one borehole 3 is determined. A total of 12 may be used. FIG. 10 shows only the small region R1. In addition to the six boreholes 5 penetrating at the points A in the small region R1, six boreholes 5 are further penetrated at the points C. , A state in which the ground into which a total of twelve boreholes 5 are inserted is viewed from above. These points C are positioned at points corresponding to the vertices of a substantially regular hexagonal shape indicated by a one-dot chain line in FIG. By injecting ozone-containing gas into the underground M through the through-holes 5a of these twelve boreholes 5, vaporized VOCs that are to diffuse toward the outer periphery of the borehole 3 are converted into each borehole 5. The ozone-containing gas supplied to the gas is reliably purified without leakage.
3  試錐管(第一の試錐管)
3a 貫通孔(第一の試錐管の注入孔)
5  試錐管(第二の試錐管)
5a 貫通孔(第二の試錐管の注入孔)
27 アルカリ化合物の小片体
29 加熱装置
M  地中
3 borehole (first borehole)
3a Through hole (injection hole of the first borehole)
5 borehole (second borehole)
5a Through hole (injection hole of second borehole)
27 Small piece of alkali compound 29 Heating device M Underground

Claims (9)

  1.  高温の第一の温度を有する高温水蒸気の水分中にアルカリ化合物が溶解してなるアルカリ含有水蒸気を高温の状態で、地中に貫入された第一の試錐管にその長手方向と交差する方向に穿設された注入孔を介して地中に注入するアルカリ含有水蒸気注入工程と、
     前記第一の試錐管から離間した位置で、かつ、該第一の試錐管を囲繞するように地中に貫入された複数の第二の試錐管に、組成ガスとしてオゾンを含むオゾン含有ガスを供給して、前記第二の試錐管にその長手方向と交差する方向に穿設された注入孔を介して地中に前記オゾン含有ガスを注入するオゾン含有ガス注入工程とを備えた汚染地盤の浄化方法。
    The alkali-containing water vapor obtained by dissolving the alkali compound in the water of the high-temperature water vapor having a high first temperature is in a high temperature state in a direction intersecting the longitudinal direction of the first borehole penetrating into the ground. An alkali-containing water vapor injection step for injecting into the ground through the injection hole formed;
    An ozone-containing gas containing ozone as a composition gas is placed in a plurality of second boreholes that are spaced from the first borehole and penetrated into the ground so as to surround the first borehole. And supplying an ozone-containing gas injection step for injecting the ozone-containing gas into the ground through an injection hole formed in the second borehole in a direction intersecting the longitudinal direction thereof. Purification method.
  2.  請求項1に記載の汚染地盤の浄化方法において、
     前記第一の温度は、200℃以上300℃以下の温度であることを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground of Claim 1,
    Said 1st temperature is the temperature of 200 to 300 degreeC, The purification method of the contaminated ground characterized by the above-mentioned.
  3.  請求項1または請求項2に記載の汚染地盤の浄化方法において、
     前記オゾン含有ガス注入工程を前記アルカリ含有水蒸気注入工程より先に、または、両工程を同時に開始するようにしたことを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground of Claim 1 or Claim 2,
    The method for purifying contaminated ground, wherein the ozone-containing gas injection step is started prior to the alkali-containing water vapor injection step or both steps are started simultaneously.
  4.  請求項1ないし請求項3のうち何れか一つに記載の汚染地盤の浄化方法において、
     前記アルカリ含有水蒸気は、アルカリ化合物の無数の小片体が前記高温水蒸気に晒されて該高温水蒸気の水分中に前記アルカリ化合物が溶解することで生成されることを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground as described in any one of Claims 1 thru | or 3,
    The method for purifying contaminated ground, wherein the alkali-containing water vapor is produced by exposing countless small pieces of an alkali compound to the high-temperature water vapor and dissolving the alkali compound in the water of the high-temperature water vapor.
  5.  請求項4に記載の汚染地盤の浄化方法において、
     前記アルカリ含有水蒸気は、第一の試錐管内に充填されたアルカリ化合物の無数の小片体が、前記第一の試錐管に供給される前記高温水蒸気に晒されて該高温水蒸気の水分中に前記アルカリ化合物が溶解することで生成されることを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground according to claim 4,
    The alkali-containing water vapor is obtained by exposing the countless small pieces of the alkali compound filled in the first borehole to the high-temperature water vapor supplied to the first borehole tube, so that the alkali A method for purifying contaminated ground, wherein the compound is produced by dissolving a compound.
  6.  請求項5に記載の汚染地盤の浄化方法において、
     前記第一の温度より低い第二の温度を有する準高温水蒸気が前記第一の試錐管内に供給されて、第一の試錐管内に配設された加熱装置により加熱されることで前記高温水蒸気が生成されることを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground according to claim 5,
    The semi-high temperature steam having a second temperature lower than the first temperature is supplied into the first borehole and heated by a heating device disposed in the first borehole, so that the hot steam is A method for purifying contaminated ground, characterized by being produced.
  7.  請求項6に記載の汚染地盤の浄化方法において、
     前記第二の温度は、100℃以上200℃未満の温度であることを特徴とする汚染地盤の浄化方法。
    In the purification method of the polluted ground of Claim 6,
    Said 2nd temperature is the temperature of 100 degreeC or more and less than 200 degreeC, The purification method of the contaminated ground characterized by the above-mentioned.
  8.  請求項1ないし請求項7のうち何れか一つに記載の汚染地盤の浄化方法において、
     前記アルカリ含有水蒸気注入工程と前記オゾン含有ガス注入工程とが終了した後に前記第一の試錐管に前記オゾン含有ガスを供給して、前記第一の試錐管の前記注入孔を介して地中に前記オゾン含有ガスを注入する追加のオゾン含有ガス注入工程をさらに備えていることを特徴とする汚染地盤の浄化方法。
    In the purification method of the polluted ground as described in any one of Claims 1 thru | or 7,
    After the alkali-containing water vapor injection step and the ozone-containing gas injection step are completed, the ozone-containing gas is supplied to the first borehole, and the underground through the injection hole of the first borehole A method for purifying contaminated ground, further comprising an additional ozone-containing gas injection step of injecting the ozone-containing gas.
  9.  請求項8に記載の汚染地盤の浄化方法において、
     前記追加のオゾン含有ガス注入工程では、
     前記第一の温度より低い第三の温度を有する準高温水蒸気を前記オゾン含有ガスと共に前記第一の試錐管に供給して、前記第一の試錐管の前記注入孔を介して地中に前記準高温水蒸気および前記オゾン含有ガスを注入するようにしたことを特徴とする汚染地盤の浄化方法。
    In the purification method of the contaminated ground according to claim 8,
    In the additional ozone-containing gas injection step,
    Supplying quasi-high-temperature water vapor having a third temperature lower than the first temperature to the first borehole along with the ozone-containing gas, and through the injection hole of the first borehole to the ground A method for purifying contaminated ground, characterized in that semi-high temperature steam and the ozone-containing gas are injected.
PCT/JP2018/024273 2018-04-11 2018-06-27 Method for purifying contaminated ground WO2019198254A1 (en)

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JP2008272575A (en) * 2007-01-15 2008-11-13 Shizuoka Prefecture Apparatus for decontaminating polluted soil
JP2014050814A (en) * 2012-09-10 2014-03-20 Carto:Kk Purification method of contaminated soil
JP2017080668A (en) * 2015-10-27 2017-05-18 株式会社沙羅 Contaminated ground purification method
JP2018061915A (en) * 2016-10-11 2018-04-19 株式会社沙羅 Purification method of contaminated ground

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Publication number Priority date Publication date Assignee Title
JP2008272575A (en) * 2007-01-15 2008-11-13 Shizuoka Prefecture Apparatus for decontaminating polluted soil
JP2014050814A (en) * 2012-09-10 2014-03-20 Carto:Kk Purification method of contaminated soil
JP2017080668A (en) * 2015-10-27 2017-05-18 株式会社沙羅 Contaminated ground purification method
JP2018061915A (en) * 2016-10-11 2018-04-19 株式会社沙羅 Purification method of contaminated ground

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113290036A (en) * 2021-05-20 2021-08-24 中国石油化工股份有限公司 Soil remediation method and soil remediation device

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