首页> 外国专利> Combined in-situ and on-site cleaning of water containing harmful substances e.g. phenol and alkylphenols, comprises in-situ cleaning of contaminated groundwater in subsurface oxidation and on-site removing substances in the groundwater

Combined in-situ and on-site cleaning of water containing harmful substances e.g. phenol and alkylphenols, comprises in-situ cleaning of contaminated groundwater in subsurface oxidation and on-site removing substances in the groundwater

机译:现场和现场联合清洁含有有害物质例如水的水酚和烷基酚,包括在地下氧化过程中就地净化被污染的地下水和现场去除地下水中的物质

摘要

The method comprises in-situ cleaning of contaminated groundwater in a subsurface oxidation and on-site removing substances in the groundwater. The in-situ and on-site procedures are independently linked with one another. The process of on-site removing substances includes one or multi-level biological treatment by cultured microorganisms, one or multi-level oxidation and final treatment by filtration and adsorption in a complex cleaning operation by a procedure combination of pretreatment and conditioning. During in-situ cleaning, the groundwater is saturated with an ozone oxygen mixture. The method comprises in-situ cleaning of contaminated groundwater in a subsurface oxidation and on-site removing substances in the groundwater. The in-situ and on-site procedures are independently linked with one another. The process of on-site removing substances includes one or multi-level biological treatment by cultured microorganisms, one or multi-level oxidation and final treatment by filtration and adsorption in a complex cleaning operation by a procedure combination of pretreatment and conditioning. During in-situ cleaning, the groundwater is saturated with an ozone oxygen mixture using an ozone injection unit. The ozone spreads in the direction of flow of the groundwater while an oxidative degradation of the pollutants takes place, is controlled over the monitoring levels of the ozone oxygen dosage and takes place between first and second monitoring level of the pure filtration of cleaned groundwater. A hydrological and biological barrier is formed, by which the chemically oxidative and biological pollutant degradation is positively stimulated. The ozone oxygen mixture has an ozone content of 5-8% and is infiltrated in such a way that ozone separates completely in the aqueous phase. The ozone in-situ process step is produced from dried air by an ozone generator, is dosed into the groundwater so that further a micro-biological degradation of the pollutants takes place, and is continuously or discontinuously introduced. The ozone supply is controlled over the monitoring level to reach an optimization of the chemical oxidation. The micro-biological degradation of the pollutants is promoted by a nutrient addition according to carbon:nitrogen:phosphorus ratio of 100:10:1. The nutrients are supplied above the monitoring level by an infiltration unit. The pH value adjustment during the entire procedure takes place by the buffer effect of the ground and no further pH adjustment is needed. The ozone-oxygen mixture is infiltrated in such a way that the surplus oxygen guides when discharging from the saturated phase to a stripping of volatile pollutants and so that contributes to an additional cleaning of the groundwater. The microorganisms are located on carriers. A nutrient salt dosage according to carbon:nitrogen:phosphorus ratio of 100:10:1 takes place in the biological process. All process steps are carried out in reactors under normal pressure with ambient temperature without separate heating. The oxidation is carried out in the oxidation reactors by the ozone and an additional catalyst or additive of hydrogen peroxide. The entry of ozone is carried out by in the oxidation reactors with normal pressure or with small positive pressure. No elimination of surplus ozone is needed in or after the oxidation reactors. The pollutant concentrations of different species up to 500 mg/l are eliminated by the method. An independent claim is included for a device for combined in-situ and on-site cleaning water containing harmful substances.
机译:该方法包括就地清洁地下氧化作用中的污染地下水,并现场去除地下水中的物质。现场和现场程序相互独立链接。现场去除物质的过程包括通过培养的微生物进行的一级或多级生物处理,一级或多级氧化以及通过预处理和调节的程序组合在复杂的清洁操作中通过过滤和吸附进行的最终处理。在原地清洁过程中,地下水中充满了臭氧-氧气混合物。该方法包括就地清洁地下氧化作用中的污染地下水,并现场去除地下水中的物质。现场和现场程序相互独立链接。现场去除物质的过程包括通过培养的微生物进行的一级或多级生物处理,一级或多级氧化以及通过预处理和调节的程序组合在复杂的清洁操作中通过过滤和吸附进行的最终处理。在原地清洁过程中,使用臭氧注入装置将地下水中的臭氧氧气混合物饱和。臭氧在地下水的流动方向上扩散,同时污染物发生氧化降解,在臭氧氧剂量的监测水平上得到控制,并发生在纯净过滤水纯过滤的第一和第二监测水平之间。形成了水文和生物屏障,通过它积极地刺激了化学氧化和生物污染物的降解。臭氧氧气混合物的臭氧含量为5-8%,并以使臭氧在水相中完全分离的方式渗透。臭氧原位处理步骤是由臭氧发生器从干燥的空气中产生的,注入到地下水中的,以便进一步进行污染物的微生物降解,并连续或不连续地引入。在监控水平上控制臭氧的供应,以实现化学氧化的优化。根据100:10:1的碳:氮:磷比例,通过添加营养物可以促进污染物的微生物降解。养分由渗透单元提供,高于监测水平。在整个过程中,pH值的调节是通过地面的缓冲作用进行的,不需要进一步的pH调节。臭氧-氧气混合物的渗透方式是,多余的氧气在从饱和相中排出时会引导到挥发性污染物的汽提中,从而有助于进一步净化地下水。微生物位于载体上。在生物过程中,碳,氮与磷的比率为100:10:1的营养盐剂量。所有工艺步骤均在反应器中,常压,环境温度下进行,无需单独加热。在氧化反应器中,通过臭氧和另外的催化剂或过氧化氢添加剂进行氧化。臭氧的进入是在氧化反应器中以常压或小正压进行的。在氧化反应器中或之后不需要消除多余的臭氧。该方法消除了高达500 mg / l的不同物种的污染物浓度。对于包含有害物质的现场和现场组合清洗水的设备,包括一个独立权利要求。

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