Background
With the rapid development of the economic society, the optimization of the industrial structure, the transformation of the urban functional areas and the adjustment of the urban layout, a large number of chemical enterprises are transferred and moved out of the central area of the urban city, and a large number of polluted industrial sites are left, wherein a plurality of sites have the problem of organic pollution. Common organic pollutants include benzene series (BTEX), chlorinated hydrocarbons, phenols, nitroaromatics, and the like. Because these organic pollutants have moderate solubility, they can migrate and diffuse with the groundwater flow, thus causing long-term harm and negative effects to regional soil and groundwater ecosystems, and because of the moderate volatility and strong toxicity of the organic solvents, they can be exposed to the human body through the atmospheric migration path, thus causing harm to the health of residents on the site and around.
Chemical oxidation is a common wastewater treatment technique that is also commonly used for remediation of contaminated groundwater. Chemical oxidizing agents are added into underground water to chemically oxidize target organic pollutants, and chemical structures of organic matters are damaged, so that toxicity of polluted underground water is reduced, and the effect of reducing environmental risks is achieved. The underground water chemical oxidation technology has the characteristics of strong applicability, high efficiency and simple operation, and has the key point of selection and use of an oxidation reagent.
Common chemical oxidizing agents for groundwater include hydrogen peroxide, persulfates, permanganates, and the like. The hydrogen peroxide can generate hydroxyl free radicals through the catalysis of added ferrous sulfate, and has stronger oxidizing capacity; persulfate can generate slow and continuous oxidation effect and is beneficial to the diffusion of the oxidation medicament; the permanganate has the effect of selectively oxidizing pollutants such as polycyclic aromatic hydrocarbon and the like.
In recent years, a novel green oxidation material, namely a ferrate reagent, has higher potential, excellent oxidation selectivity and sterilization effect, and shows stronger application potential in the aspect of polluted water body remediation. But it presents great difficulties in its application due to its poor stability, especially in aqueous solution. In addition, the ferrate has higher unit price, which also limits the application of the ferrate in chemical oxidation remediation of polluted underground water.
Disclosure of Invention
Aiming at the problems of low medicament oxidation efficiency in the conventional in-situ chemical oxidation remediation of organic polluted underground water, the invention provides an in-situ chemical oxidation remediation method of organic polluted underground water.
An in-situ chemical oxidation remediation method for organic-polluted groundwater comprises the following steps:
injecting the solution A into organic matter polluted underground water, and maintaining for 6-18 hours; injecting the solution B, and curing for 2-6 hours; finally injecting the solution C and curing for 12-24 hours; circulating the above steps until the detection of the underground water pollutants reaches the standard;
the solution A is a mixed solution of ferrate, an alkaline solution and a stabilizer;
the solution B is a complexing agent aqueous solution;
the solution C is hydrogen peroxide diluted by water.
The circulation is that the solution A is injected into the organic matter polluted underground water and is maintained for 6-18 hours; injecting the solution B, and curing for 2-6 hours; and finally injecting the solution C and curing for 12-48 hours.
The invention provides a method for improving the stability of a ferrate solution in an injection stage by adopting ferrate as an oxidant and adopting methods of regulating pH, adding inorganic ions for improving stability and the like. By injecting in combination with hydrogen peroxide, the efficiency of oxidation is increased and the cost of oxidation is reduced. The ferrate is used for pre-oxidation and wrapping the non-soluble reducing substance of the sediment part, so that the content of pollutants and reducing substances in the underground water is reduced, and simultaneously, the ferrate provides iron ions for the hydrogen peroxide to form a catalytic oxidation reaction, thereby achieving the effect of efficiently removing the organic pollutants. The chemical method is applied to in-situ chemical oxidation of underground water, and can obtain better oxidation effect.
Preferably, the curing time after the solution A is added is 12-18 hours, the oxidation time after the solution B is added is 4-6 hours, and the curing time after the solution C is added is 24-48 hours.
Preferably, the total injection amount of the solution A is 2-6% of the volume of the aquifer in the restoration range, the total injection amount of the solution B is 1-2% of the volume of the aquifer in the restoration range, and the total injection amount of the solution C is 3-10% of the volume of the aquifer in the restoration range.
Determining the total injection amount, determining the number of injection rounds according to the number of the injection wells and the single injection amount of each well, wherein the maximum injection amount of each well is 2-3m3Left and right.
Preferably, the preparation concentration of the alkaline solution is 1-3 mmol/L, and the preparation concentration of ferrate in the solution A is 10-30 mmol/L; the molar weight of the stabilizer prepared is 1/10-1/50 of the molar weight of ferrate. The solution A is prepared by dissolving ferrate in alkaline solution and adding small amount of stabilizer.
Further preferably, the preparation concentration of the alkaline solution is 1.5-2.5 mmol/L, and the preparation concentration of ferrate in the solution A is 15-25 mmol/L; the molar weight of the stabilizer prepared is 1/10-1/20 of the molar weight of ferrate.
Further preferably, the ferrate is potassium ferrate or sodium ferrate; the alkaline solution is sodium hydroxide solution or potassium hydroxide solution; the stabilizer is at least one of potassium iodide, potassium iodate, sodium silicate and copper chloride.
Preferably, the complexing agent is sodium oxalate, potassium oxalate, sodium citrate or disodium EDTA; the concentration of the complexing agent aqueous solution is 3-10 mmol/L. The preparation method of the solution B is to dissolve the complexing agent in water. Further preferably, the concentration of the complexing agent aqueous solution is 3-5 mmol/L.
Preferably, the preparation method of the solution C comprises the steps of diluting hydrogen peroxide and water, wherein the preferable preparation concentration of the hydrogen peroxide is 7-15%; further preferably, the preparation concentration of the hydrogen peroxide is 7-10%.
Preferably, the solution A, the solution B and the solution C are injected through underground water injection wells or underground saturated water layers injected by a direct-push type medicament injection device. The thickness of the underground saturated water layer is 5-10 m.
Before injection, underground water in-situ injection wells arranged in a system grid or injection points arranged in the system grid are established in a region to be treated, and a mobile direct-push type medicament injection device is adopted for injection.
Preferably, the density of the underground water in-situ injection well or injection point is 30-100 m per unit2Arranging an injection well or an injection point; further preferably, the thickness is 30-40 m2An injection well or point is provided.
Preferably, the organic pollutant is one or more of benzene, 1, 2-dichloroethylene, 2-chlorotoluene, 4-chlorotoluene, chloroform, carbon tetrachloride, 1, 2-dichloroethane, trichloroethylene and 1,2, 4-trichlorobenzene.
Further preferred are mixtures of chloroform, carbon tetrachloride, 1, 2-dichloroethane, trichloroethylene, 1,2, 4-trichlorobenzene. A more preferred in situ remediation method comprising the steps of: before in-situ chemical oxidation injection, injection sites distributed in a system grid are established in the range of an area to be repaired, and each injection site is 30-40 m2An injection point is arranged in the device, a movable direct-push type medicament injection device is adopted for injection, a solution A containing 18-22 mmol/L potassium ferrate, 1.8-2.2 mmol/L sodium hydroxide, 1.8-1.2 mmol/L potassium iodide and 1.8-2.2 mmol/L copper chloride is prepared, and 1.4-1.6 m of the solution is injected into each point3After reacting for 17-18 h, injecting a B solution containing 4.5-5 mmol/L sodium oxalate into each well, and injecting the solution into each well for 0.4-0.6 m3Injecting 6-8% hydrogen peroxide solution 1.8-2.2 m into each well after reacting for 5-6 hours3Reacting for 46-48 h for 3-5 injection cycles.
A most preferred in situ remediation process comprising the steps of: before in-situ chemical oxidation injection, injection sites distributed in a system grid are established in the range of an area to be repaired, and each injection site is 30-40 m2Setting an injection point, injecting by using a movable direct-push type medicament injection device to prepare a solution A containing 20mmol/L potassium ferrate, 2mmol/L sodium hydroxide, 1mmol/L potassium iodide and 1mmol/L copper chloride solution, and injecting the solution 1.5m per point3After reacting for 18h, injecting solution B containing 5mmol/L sodium oxalate into each well, and injecting the solution 0.5m into each well3After 6 hours of reaction, 8% hydrogen peroxide solution was injected into each well for 2m3Reacted for 48h for 3 injections.
Aiming at the in-situ chemical oxidation of the organic polluted underground water, the ferrate and the hydrogen peroxide are applied in a combined way, so that the removal efficiency of the oxidant to the target pollutants is improved. Ferrate has higher electrode potential (+2.2V), and simultaneously, the reduced product iron hydroxide of ferrate can generate the effect of flocculation and precipitation, and the reaction of ferrate can greatly wrap and precipitate to remove reducing substances in underground water. In addition, the ferrate can be added to improve the content of iron ions in underground water, and can catalyze hydrogen peroxide to generate hydroxyl radicals so as to improve the oxidizing capability of the hydrogen peroxide. Thus, the combined administration of ferrate and hydrogen peroxide reduces the amount of ferrate and saves the cost of the oxidizing agent compared to ferrate alone. Compared with the single use of hydrogen peroxide, the method has higher oxidation efficiency. In addition, the stability of the ferrate solution is improved by adding the stabilizing agent, the reaction rate of the ferrate is controlled by adjusting the pH value of the solution, the effectiveness of iron ion catalysis in underground water is increased by utilizing the complexing agent, and the effect of chemical oxidation is further improved. The groundwater in-situ oxidation remediation technology is simple to operate, high in oxidation efficiency and free of secondary pollution, and is an effective organic pollution groundwater remediation technology.