CN103537481A - Preparation method of curing isolation impervious body for organic pollutants - Google Patents
Preparation method of curing isolation impervious body for organic pollutants Download PDFInfo
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- CN103537481A CN103537481A CN201310524123.0A CN201310524123A CN103537481A CN 103537481 A CN103537481 A CN 103537481A CN 201310524123 A CN201310524123 A CN 201310524123A CN 103537481 A CN103537481 A CN 103537481A
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- antiseepage body
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- isolation antiseepage
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- 238000002955 isolation Methods 0.000 title claims abstract description 58
- 238000002360 preparation method Methods 0.000 title claims abstract description 20
- 239000002957 persistent organic pollutant Substances 0.000 title abstract description 3
- 239000002689 soil Substances 0.000 claims abstract description 34
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 25
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 15
- 235000003891 ferrous sulphate Nutrition 0.000 claims abstract description 14
- 239000011790 ferrous sulphate Substances 0.000 claims abstract description 14
- 229910000359 iron(II) sulfate Inorganic materials 0.000 claims abstract description 14
- 229910000278 bentonite Inorganic materials 0.000 claims abstract description 10
- 239000000440 bentonite Substances 0.000 claims abstract description 10
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000004568 cement Substances 0.000 claims abstract description 10
- 239000012286 potassium permanganate Substances 0.000 claims abstract description 9
- 239000000843 powder Substances 0.000 claims abstract description 9
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims abstract 6
- 238000012423 maintenance Methods 0.000 claims description 15
- 229910052799 carbon Inorganic materials 0.000 claims description 9
- 239000005416 organic matter Substances 0.000 claims description 7
- 125000001309 chloro group Chemical group Cl* 0.000 claims description 5
- 230000005012 migration Effects 0.000 abstract description 7
- 238000013508 migration Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 6
- 238000002386 leaching Methods 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 3
- 238000005067 remediation Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000002156 mixing Methods 0.000 abstract 3
- 230000007613 environmental effect Effects 0.000 abstract 1
- SURQXAFEQWPFPV-UHFFFAOYSA-L iron(2+) sulfate heptahydrate Chemical compound O.O.O.O.O.O.O.[Fe+2].[O-]S([O-])(=O)=O SURQXAFEQWPFPV-UHFFFAOYSA-L 0.000 description 13
- 239000003344 environmental pollutant Substances 0.000 description 7
- 231100000719 pollutant Toxicity 0.000 description 7
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical group O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 6
- 239000012028 Fenton's reagent Substances 0.000 description 5
- 230000006378 damage Effects 0.000 description 5
- 239000000356 contaminant Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- -1 hydroxyl radical free radical Chemical class 0.000 description 4
- 238000007254 oxidation reaction Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 3
- VUZPPFZMUPKLLV-UHFFFAOYSA-N methane;hydrate Chemical compound C.O VUZPPFZMUPKLLV-UHFFFAOYSA-N 0.000 description 3
- 230000003647 oxidation Effects 0.000 description 3
- 238000001179 sorption measurement Methods 0.000 description 3
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000003421 catalytic decomposition reaction Methods 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910001448 ferrous ion Inorganic materials 0.000 description 2
- 230000036541 health Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000007800 oxidant agent Substances 0.000 description 2
- 230000001590 oxidative effect Effects 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- IZUPBVBPLAPZRR-UHFFFAOYSA-N pentachlorophenol Chemical compound OC1=C(Cl)C(Cl)=C(Cl)C(Cl)=C1Cl IZUPBVBPLAPZRR-UHFFFAOYSA-N 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000006748 scratching Methods 0.000 description 2
- 230000002393 scratching effect Effects 0.000 description 2
- AVGQTJUPLKNPQP-UHFFFAOYSA-N 1,1,1-trichloropropane Chemical compound CCC(Cl)(Cl)Cl AVGQTJUPLKNPQP-UHFFFAOYSA-N 0.000 description 1
- SCYULBFZEHDVBN-UHFFFAOYSA-N 1,1-Dichloroethane Chemical class CC(Cl)Cl SCYULBFZEHDVBN-UHFFFAOYSA-N 0.000 description 1
- RELMFMZEBKVZJC-UHFFFAOYSA-N 1,2,3-trichlorobenzene Chemical class ClC1=CC=CC(Cl)=C1Cl RELMFMZEBKVZJC-UHFFFAOYSA-N 0.000 description 1
- KNKRKFALVUDBJE-UHFFFAOYSA-N 1,2-dichloropropane Chemical compound CC(Cl)CCl KNKRKFALVUDBJE-UHFFFAOYSA-N 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 150000004945 aromatic hydrocarbons Chemical class 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 210000000746 body region Anatomy 0.000 description 1
- 238000005341 cation exchange Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 231100000749 chronicity Toxicity 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000006298 dechlorination reaction Methods 0.000 description 1
- 150000004816 dichlorobenzenes Chemical class 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000002920 hazardous waste Substances 0.000 description 1
- CKAPSXZOOQJIBF-UHFFFAOYSA-N hexachlorobenzene Chemical compound ClC1=C(Cl)C(Cl)=C(Cl)C(Cl)=C1Cl CKAPSXZOOQJIBF-UHFFFAOYSA-N 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000010409 ironing Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000010525 oxidative degradation reaction Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 230000007096 poisonous effect Effects 0.000 description 1
- 150000003071 polychlorinated biphenyls Chemical class 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
- JLYXXMFPNIAWKQ-UHFFFAOYSA-N γ Benzene hexachloride Chemical compound ClC1C(Cl)C(Cl)C(Cl)C(Cl)C1Cl JLYXXMFPNIAWKQ-UHFFFAOYSA-N 0.000 description 1
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Abstract
The invention relates to the field of soil remediation and particularly relates to a preparation method of a curing isolation impervious body for organic pollutants. The preparation method comprises the following steps: (1) adding ferrous sulfate into contaminated soil containing organic matters, uniformly mixing, adding hydrogen peroxide, uniformly mixing, curing for a period of time, adding potassium permanganate, reduced iron powder, cement, bentonite, activated carbon and the like, and uniformly mixing to obtain soil for the curing isolation impervious body; (2) adding an appropriate amount of water into the obtained soil for the curing isolation impervious body, then backfilling into a contaminated area, and compacting and curing for 5-7 days to form the curing isolation impervious body of 30-50cm. The preparation method adopting the technical scheme provided by the invention has the following beneficial effects: (1) the treatment process of the organic matters is simple; (2) the remediation cost is low, and the environmental load is reduced; (3) the leaching concentration of the organic matters in the contaminated soil can be fast and efficiently reduced; (4) the migration of the organic matters can be effectively prevented.
Description
Technical field
The present invention relates to soil remediation field, particularly a kind of preparation method of the curing isolation antiseepage body for organic pollution.
Background technology
Fast development along with Chinese Urbanization, the demand of town site is increasing, many construction lands be all originally city chemical industry industrial land, warehousing land used, house refuse aheap or other special use area, as dangerous material are produced, storing, process and dispose etc.Because these places were all once stacked or were processed poisonous dangerous goods, so the soil of these construction lands being subject to is more or less a kind of, in the time of more, it is the pollution of multiple pollutant, some pollutant or even the dangerous substance harmful especially to human body, for example the PCBs of China disposes place, safety prevention measure is improper by poor management, and leakage has been caused in some place.The environmental pollution accident causing due to these problems and the health incident of injury is happened occasionally, has become the main cause that causes dispute in Land Development.
Solidifying isolation antiseepage body is by contaminated soil and medicament hybrid reaction, by multiple effects such as chemical reaction, physical absorption, chemisorbed, micro-form sealings, prevents that pollutant from moving, and reduces toxicity, biological effectiveness and the ecological risk of pollutant.
Summary of the invention
The object of the invention is: a kind of curing isolation antiseepage body for organic pollution is provided, utilize the combined-repair method that chemistry is repaired and physics reparation combines to repair the organic matter in contaminated soil, to reach, reduce it to human health and the ecological re-set target that causes risk; Meanwhile, utilize curing isolation antiseepage body to prevent organic migration.
For achieving the above object, the technical solution used in the present invention is as follows:
A preparation method for the curing isolation antiseepage body of organic pollution, described preparation method comprises the following steps:
(1), after adding ferrous sulfate to mix in containing organic Polluted Soil, the consumption of ferrous sulfate is 3～5 times of organic matter total mole number in Polluted Soil; Add hydrogen peroxide to mix and maintenance a period of time, hydrogen peroxide consumption is 2～3 times of ferrous sulfate molal quantity, after adding potassium permanganate, reduced iron powder, cement, bentonite, active carbon etc. to mix, obtain solidifying isolation antiseepage body with native, wherein, potassium permanganate consumption is 0.5～1.5 times of ferrous sulfate molal quantity; Reduced iron powder consumption is 0.5～2 times of ferrous sulfate molal quantity; Cement, bentonite, activated carbon dosage are respectively 0.05～0.10 times, 0.01～0.08 times, 0.01～0.05 times of Polluted Soil quality;
(2) be backfilled to Polluted area after the curing isolation antiseepage body obtaining is added to suitable quantity of water with soil, and compacting maintenance 5～7 days, form the curing isolation antiseepage body of 30～50cm.
Further, the mass fraction of described hydrogen peroxide is 27.5%.
Further, the maintenance a period of time in described step (1) is 24～78h.
Further, the maintenance a period of time in described step (1) is 36h.
Further, the water in described step (2) is running water, and the consumption of described running water is 20～30% to adjust according to solidifying isolation antiseepage body by native water content.
Further, the water in described step (2) is running water, and the consumption of described running water is 25% to adjust according to solidifying isolation antiseepage body by native water content.
Further, described organic pollution is chloro thing.
Fenton (Fenton) reagent that this product adopts is mainly comprised of ferrous sulfate and hydrogen peroxide, and it has stronger oxidative degradation to organic pollution.Hydrogen peroxide in Fenton reagent is become hydroxyl radical free radical by ferrous ion catalytic decomposition, and hydroxyl radical free radical is a kind of active oxygen, has extremely strong oxidability, and it has given the strong oxidation characteristic of Fenton reagent just.Its generation and oxidation reaction mechanism are as follows:
Fe
2++H
2O
2→Fe
3++OH
-+·OH
Fe
2++·OH→Fe
3++OH
-
RH+·OH→R·+H
2O
R·+Fe
3+→R
++Fe
2+
R·+O
2→ROO+→···→CO
2+H
2O
The major advantage of Fenton technology is: (1) reaction starts fast, and reaction condition is gentle, just can move at normal temperatures and pressures; (2) equipment is simple, and energy consumption is little, saves operating cost; (3) Fenton reagent oxidability is strong, can organic pollution is innoxious in course of reaction, and product is carbon dioxide and water.
Organic Pollution soil is after the oxidation of Fenton reagent, and the organic pollution containing is progressively degraded to carbon dioxide and water, has reduced and reduced organic matter to the harm of human body and the pollution to environment.
The ferrous sulfate adopting in the present invention is ferrous sulfate heptahydrate, because ferrous sulfate heptahydrate source is wide, raw material is simple and easy to get, and cost is low.
The Zero-valent Iron adopting in this product has extremely strong reproducibility, can be reduced to biodegradable or be easy to biodegradable simple organic being difficult to biodegradable or not biodegradable organic chloride.Its operation principle is as follows:
Fe
0+H
2O+RCl→RH+Fe
2++OH
-+Cl
-
Fe
0+2H
2O+2RCl→2ROH+Fe
2++H
2+2Cl
-
In the process of reduction dechlorination, the free chloride ion of generation etc. has to the ironing surface passivating film of simple substance the destruction of penetrating.This just makes the iron filings can be because surface forms passivating film cessation reaction, and then increases the utilization rate of iron filings, guarantees its chronicity to the removal effect of organic pollution.
And active carbon itself is a kind of very strong Adsorption of Organic agent, macromolecular arene organic matter is had to higher adsorption rate; Bentonite has stronger hygroscopicity and dilatancy, there is stronger cation exchange capacity (CEC), various gas, liquid, organic substance are had to certain adsorption capacity, maximal absorptive capacity can reach 5 times to the weight of self, active carbon and bentonitic existence can not only effectively prevent that volatile organic contaminant and half volatile organic contaminant are by scratching isolation antiseepage body by suction-operated, and add and further extended pollutant after cement and solidified oxidant that isolation antiseepage body contains and the time of contact of reducing agent, and then increased the probability that they are degraded.
Adopt the beneficial effect of technical scheme of the present invention to be:
(1) to administer technique simple for organic matter, and in conjunction with prior art, take ferrous sulfate, hydrogen peroxide, potassium permanganate, reduced iron powder, cement, bentonite, active carbon etc. is raw material, prepares the curing isolation antiseepage body for organic pollution;
(2) by this for the organic isolation antiseepage of contaminated soil, rehabilitation cost is low, alleviates carrying capacity of environment;
(3) can reduce fast and efficiently the organic leaching concentration in contaminated soil;
(4) can effectively stop organic migration in contaminated soil, prevent its harm to the mankind and other biological.
Accompanying drawing explanation
Fig. 1 is the migration schematic diagram of untreated front organic pollution.
Fig. 2 is for being used the migration schematic diagram of organic curing isolation antiseepage body after stain thing.
The specific embodiment
Below in conjunction with specific embodiment, the present invention will be further described.
Using method: in Polluted area, determine after absolute altitude line, at basis end absolute altitude, excavate 30～50cm downwards, the Polluted Soil digging out is for the preparation of solidifying isolation antiseepage body with native, by solidifying after isolation antiseepage body adds suitable quantity of water with soil, be backfilled to Polluted area, and compacting maintenance within 5～7 days, (characteristic value of foundation bearing capacity, the basic maximum pressure that building lot allows is f
ak=290kPa, backfill compaction coefficient>=0.95), form the organic curing isolation antiseepage body of 30～50cm.It uses effect to represent by Fig. 1 and Fig. 2.
Embodiment 1
A preparation method for the curing isolation antiseepage body of organic pollution, comprises the following steps:
(1) by after containing and adding ferrous sulfate heptahydrate 83.4g to mix in the Polluted Soil 1000g that chloro thing total mole number is 100mmol, add 27.5% hydrogen peroxide 74.2g to mix also maintenance after 24 hours, hydrogen peroxide is become hydroxyl radical free radical by ferrous ion catalytic decomposition, hydroxyl radical free radical is a kind of active oxygen, there is extremely strong oxidability, Organic Pollution soil is after the oxidation of Fenton reagent, the organic pollution containing is progressively degraded to carbon dioxide and water, has reduced and reduced organic matter to the harm of human body and the pollution to environment.After adding potassium permanganate 23.7g, reduced iron powder 8.4g, cement 50g, bentonite 10g, active carbon 10g etc. to mix, obtain solidifying isolation antiseepage body with native.
The Zero-valent Iron adopting in the present invention has extremely strong reproducibility, can be reduced to biodegradable or be easy to biodegradable simple organic being difficult to biodegradable or not biodegradable organic chloride.
In the present invention, active carbon and bentonitic existence can not only effectively prevent that volatile organic contaminant and half volatile organic contaminant are by scratching isolation antiseepage body by suction-operated, and extended pollutant and solidified oxidant that isolation antiseepage body contains and the time of contact of reducing agent, and then increased the probability that they are degraded.
(2) by the curing isolation antiseepage body obtaining with soil add appropriate running water keep solidifying isolation antiseepage body with after native moisture content 20%, will solidify isolate antiseepage body with earthen backfill to Polluted area, and compacting maintenance 6 days, the curing isolation antiseepage body of formation 30cm.
Embodiment 2
A preparation method for the curing isolation antiseepage body of organic pollution, comprises the following steps:
(1) by after adding reduced iron powder 20g, ferrous sulfate heptahydrate 100g to mix in the Polluted Soil 1000g that contains chloro thing 100mmol, add 27.5% hydrogen peroxide 111.3g to mix and maintenance after 36 hours, obtain solidifying isolation antiseepage soil for body after adding potassium permanganate 56.9g, cement 75g, bentonite 45g, active carbon 30g etc. to mix;
(2) by the curing isolation antiseepage body obtaining with soil add appropriate running water keep solidifying isolation antiseepage body with after native moisture content 25%, will solidify isolate antiseepage body with earthen backfill to Polluted area, and compacting maintenance 5 days, the curing isolation antiseepage body of formation 40cm.
Embodiment 3
A preparation method for the curing isolation antiseepage body of organic pollution, comprises the following steps:
(1) by after adding reduced iron powder 56g, ferrous sulfate heptahydrate 139g to mix in the Polluted Soil 1000g that contains chloro thing 100mmol, add 27.5% hydrogen peroxide 185.5g to mix and maintenance after 78 hours, obtain solidifying isolation antiseepage soil for body after adding potassium permanganate 118.5g, cement 100g, bentonite 80g, active carbon 50g etc. to mix;
(2) by the curing isolation antiseepage body obtaining with soil add appropriate running water keep solidifying isolation antiseepage body with after native moisture content 30%, will solidify isolate antiseepage body with earthen backfill to Polluted area, and compacting maintenance 7 days, the curing isolation antiseepage body of formation 50cm.
By Practical Project, use knownly, this organic curing isolation antiseepage body can effectively prevent the upwards migration of various organic pollutants in its below Polluted Soil, thereby prevents that it from working the mischief to the mankind and other biological.
This solidifies isolation antiseepage organic migration in contaminated soil for body, organic pollution is had to good isolation anti-seepage effect, especially to chlorinated organics best results.Solidify the Leaching of isolation antiseepage body lower than 50% of each pollutant limit value in < < hazardous waste judging standard leaching characteristic identification > > (GB5085.3-2007); By measuring, solidify the isolation antiseepage body region top atmospheric sample of getting, lower than standard limit, (pentachlorophenol, dichloroethanes, BHC, dichloro-benzenes, trichloro-benzenes, dichloropropane, trichloropropane, hexachloro-benzene standard limited value are respectively 0.005mg/m to organic contamination substrate concentration
3, 3.0mg/m
3, 0.008mg/m
3, 0.1mg/m
3, 0.07mg/m
3, 0.07mg/m
3, 0.03mg/m
3, 0.03mg/m
3).
Although above-described embodiment describes in detail technical scheme of the present invention, but technical scheme of the present invention is not limited to above embodiment, in the situation that not departing from thought of the present invention and aim, any change that technical scheme of the present invention is done all will fall into claims limited range of the present invention.
Claims (7)
1. for a preparation method for the curing isolation antiseepage body of organic pollution, it is characterized in that, described preparation method comprises the following steps:
(1), after adding ferrous sulfate to mix in containing organic Polluted Soil, the consumption of ferrous sulfate is 3～5 times of organic matter total mole number in Polluted Soil; Add hydrogen peroxide to mix and maintenance a period of time, hydrogen peroxide consumption is 2～3 times of ferrous sulfate molal quantity, after adding potassium permanganate, reduced iron powder, cement, bentonite, active carbon etc. to mix, obtain solidifying isolation antiseepage body with native, wherein, potassium permanganate consumption is 0.5～1.5 times of ferrous sulfate molal quantity; Reduced iron powder consumption is 0.5～2 times of ferrous sulfate molal quantity; Cement, bentonite, activated carbon dosage are respectively 0.05～0.10 times, 0.01～0.08 times, 0.01～0.05 times of Polluted Soil quality;
(2) be backfilled to Polluted area after the curing isolation antiseepage body obtaining is added to suitable quantity of water with soil, and compacting maintenance 5～7 days, form the curing isolation antiseepage body of 30～50cm.
2. the preparation method of a kind of curing isolation antiseepage body for organic pollution according to claim 1, is characterized in that: the mass fraction of described hydrogen peroxide is 27.5%.
3. the preparation method of a kind of curing isolation antiseepage body for organic pollution according to claim 1, is characterized in that: the maintenance a period of time in described step (1) is 24～78h.
4. the preparation method of a kind of curing isolation antiseepage body for organic pollution according to claim 4, is characterized in that: the maintenance a period of time in described step (1) is 36h.
5. the preparation method of a kind of curing isolation antiseepage body for organic pollution according to claim 1, it is characterized in that: the water in described step (2) is running water, the consumption of described running water is 20～30% to adjust according to solidifying isolation antiseepage body by native water content.
6. the preparation method of a kind of curing isolation antiseepage body for organic pollution according to claim 5, it is characterized in that: the water in described step (2) is running water, the consumption of described running water is 25% to adjust according to solidifying isolation antiseepage body by native water content.
7. according to the preparation method of a kind of curing isolation antiseepage body for organic pollution described in any one in claim 1～6, it is characterized in that: described organic pollution is chloro thing.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105176535A (en) * | 2015-08-19 | 2015-12-23 | 河南省地质环境规划设计院有限公司 | Composite oxidizing agent for remedying soil polluted by petroleum |
| CN106216370A (en) * | 2016-08-04 | 2016-12-14 | 北京高能时代环境技术股份有限公司 | A kind of method for repairing heavy metal polluted soil of farmland |
| CN107999531A (en) * | 2017-12-08 | 2018-05-08 | 煜环环境科技有限公司 | A kind of organic contamination place soil, underground water in-situ remediation material and its method |
| WO2018121327A1 (en) * | 2016-12-27 | 2018-07-05 | 密西西比国际水务有限公司 | Method and device for remediating contaminated soil |
| CN108262341A (en) * | 2018-01-23 | 2018-07-10 | 北京高能时代环境技术股份有限公司 | A kind of quick repair method of heavy metal polluted soil of farmland |
| CN109290356A (en) * | 2018-09-05 | 2019-02-01 | 湖南新九方科技有限公司 | A kind of administering method of pollution by polychlorinated biphenyles soil |
| CN110124609A (en) * | 2019-05-17 | 2019-08-16 | 成都理工大学 | Composite barrier material and preparation method thereof for contaminated site |
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| CN107999531A (en) * | 2017-12-08 | 2018-05-08 | 煜环环境科技有限公司 | A kind of organic contamination place soil, underground water in-situ remediation material and its method |
| CN108262341A (en) * | 2018-01-23 | 2018-07-10 | 北京高能时代环境技术股份有限公司 | A kind of quick repair method of heavy metal polluted soil of farmland |
| CN109290356A (en) * | 2018-09-05 | 2019-02-01 | 湖南新九方科技有限公司 | A kind of administering method of pollution by polychlorinated biphenyles soil |
| CN110124609A (en) * | 2019-05-17 | 2019-08-16 | 成都理工大学 | Composite barrier material and preparation method thereof for contaminated site |
| CN110124609B (en) * | 2019-05-17 | 2020-12-08 | 成都理工大学 | Composite barrier material for polluted site and preparation method thereof |
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