Application Of Permeable Reactive Barrier Research Articles

An Enhanced Electrokinetic/Waste Fe(OH)3 Permeable Reactive Barrier System for Soil Remediation in Sulfide Mine Areas

Traditional electrokinetic (EK) technology can remove contaminants from soil, but the efficiency is generally low. This study reports on the combination of enhanced EK and a waste ferric hydroxide (Fe(OH)3) permeable reactive barrier (PRB) for the remediation of soil in sulfide mine areas. Hydroxyethylene diphosphonic acid (HEDP) and FeCl3 were used as a compound chelating agent. The experimental results showed that EK combined with PRB technology (95.32% Cd removal) was more effective than single EK in removing cadmium (Cd) from the contaminated soil, because of the compound chelating agent and PRB filled with sustainable Fe(OH)3 adsorbent. Additionally, the application of PRB in combination with HEDP was able to increase the sulfate removal rate to 96.19%. The accumulated energy consumption of these two systems was 182.4 and 356 kWh/m3, respectively, after EK remediation using PRB.

Investigation of aqueous Fe(III) and Mn(II) removal using dolomite as a permeable reactive barrier material

ABSTRACT Iron (Fe) and manganese (Mn) are the most frequently detected heavy metals in the soil and groundwater near municipal landfill sites. Natural calcium-carbonate-based materials, such as dolomite, effectively remove metal ions and are suitable as reactive materials for permeable reactive barriers (PRBs). However, multiple heavy metals usually coexist in contaminated groundwater, the effectiveness and competitive precipitation mechanisms in the removal of Fe(III) and Mn(II) are unclear. In this study, we investigated the efficiency and influencing factors of the removal of single and coexisting Fe(III) and Mn(II) by dolomite through experimental batch and column tests, property characterization, and PHREEQC simulations. Dolomite with 1.18–2.36 mm particle size showed the best removal efficiency for Fe(III) and Mn(II) through precipitation. Fe(III) was preferentially precipitated by dolomite with higher removal efficiency, attributed to the lower solubility product (Ksp) of iron precipitates. Compared with Fe(III), Mn(II) was precipitated conditionally, and the removal efficiency was restricted by the concentration of Fe(III) in the system. Considering the application of PRB in the field, dolomite would be effective for the remediation of coexisting heavy metals with lower precipitate Ksp. The half-time of Mn(II) removal could serve as a reference for PRB thickness designs if the target metal contaminants were in a similar concentration range as Fe(III) and Mn(II). Additionally, the PRB performance could be affected by the reduction of hydraulic permeability induced by precipitation, and the fine precipitates migrating from PRB might affect downstream groundwater quality.

Encapsulating microscale zero valent iron-activated carbon into porous calcium alginate for the improvement on the nitrate removal rate and Fe0 utilization factor

Abstract Cost-effective, air stable microscale zero valent iron (mZVI) suffers from agglomeration and a low nitrate removal rate when it is applied in a permeable reactive barrier (PRB). To solve the above problems, mZVI and activated carbon (C) particles were firstly encapsulated into porous calcium alginate (Mc-(mZVI + C)/CA) to achieve the immobilization and good dispersion of mZVI particles in calcium alginate matrix, as well as the utilization of iron-carbon galvanic cell effect. The micro-morphology, structure, Fe0 loading, and nitrate removal performance of the Mc-(mZVI + C)/CA were extensively investigated. The porous structure of the sample with a specific surface area of 116.8 m2/g was confirmed, and the porous structure exhibited a good dispersion of iron particles as well as sufficient contact between the iron particles and nitrate contaminant. Results obtained for the nitrate removal performance indicated that the removal rate reduced by Mc-(mZVI + C)/CA is 2.46 times more rapid than that by bare mZVI, and the Fe0 utilization factor increases by 549.69%. Therefore, the agglomeration issue of mZVI in the application of PRB is successfully resolved by encapsulation with calcium alginate. Moreover, the porous structure of Mc-(mZVI + C)/CA can ensure the significant increase in the utilization factor and reactivity of mZVI.

Application of enhanced electrokinetic approach to remediate Cr-contaminated soil: Effect of chelating agents and permeable reactive barrier

Enhanced electrokinetic (EK) technique was employed to remediate Cr-contaminated soil using a permeable reactive barrier (PRB) and chelating agents. Synthesized nanomagnetic Fe3O4 was used as a reactive material in PRB. Moreover, EDTA and citric acid (CA) were used as chelating agents. Sequential extraction method (SEM) was employed to determine Cr-elimination mechanism during the EK process. The results revealed that EDTA (78% Cr removal) was more effective than CA (54% Cr removal) in eliminating Cr from the contaminated soil during the EK process. The application of PRB in combination with EDTA was able to reduce the Cr removal rate to 70 and 66% by locating PRB in the middle section and near the anode/cathode reservoir, respectively. The use of PRB coupled with EDTA near the anode and cathode led to a more uniform Cr removal from the soil during the EK process. The highest energy consumption was 0.12 KWh during the EK remediation using PRB. Traditional EK remediation could only remove exchangeable and carbonate fractions of Cr. The use of chelating agents led to a significant (more than 90%) increase in Cr removal from the following fractions: exchangeable phase, carbonate phase, and bond to Fe–Mn oxides. In addition to electromigration (EM) mechanism, electroosmotic flow (EOF) played an important role in Cr removal during the EK process, especially when coupled with PRB.

Application of permeable reactive barrier in groundwater remediation

As a new in-situ remediation of groundwater, compared with the traditional “pump and treat” technology, the permeable reactive barrier (PRB) has the advantages of low cost, no external power, the small disturbance to groundwater, small secondary pollution and long-term operation, this paper introduces the basic concept of PRB, technical principle, structure type, the principle of active materials selection and mechanisms of remediation, design and installation factors, it provides ideas for further research and application of PRB technology in groundwater remediation projects in China.

나노크기 매킨나와이트로 코팅된 알루미나에 의한 아비산염의 제거

나노크기 매킨나와이트(nanocrystalline mackinawite, FeS)는 높은 비표면적을 지닌 반응성 높은 광물로, 오염된 지하수나 토양의 복원을 위해 널리 사용된다. 또한 매킨나와이트는 혐기성 부식반응에 대해 열역학적으로 안정하고, 황산염 환원미생물의 대사에 의해 재생된다는 장점이 있다. 하지만 매킨나와이트 나노입자는 지하수 흐름에 의해 멀리 확산되거나 입자집적이 일어나 대수층 공극을 막는다. 따라서 현장복원을 위한 투과반응벽(permeable reactive barrier)의 설치를 위해서 나노크기 매킨나와이트에 대한 변형이 필요하다. 이를 위해 본 연구에서는 코팅법을 활용해 매킨나와이트 나노입자를 알루미나(alumina, <TEX>$Al_2O_3$</TEX>) 및 활성알루미나(activated alumina) 표면에 증착시켰다. 매킨나와이트의 코팅량은 pH에 따라 현저히 달랐으며, 두 종의 알루미나 모두 약 pH 6.9에서 최대 코팅이 관찰되었다. 이 pH에서 알루미나와 매킨나와이트는 반대의 표면전하(surface charge)를 띠어 두 광물 간 정전기적 인력이 발생하고, 이로 인해 효율적인 코팅이 일어났다. 이 pH에서 알루미나 및 활성 알루미나에 의한 코팅량은 각각 0.038 <TEX>$mmol{\cdot}FeS/g$</TEX>과 0.114 <TEX>$mmol{\cdot}FeS/g$</TEX>이었다. 혐기성 조건에서 코팅되지 않은 알루미나 및 활성 알루미나, 그리고 최적 pH에서 코팅된 알루미나 및 활성 알루미나를 사용해 아비산염(arsenite) 흡착실험을 수행했다. 코팅되지 않은 활성 알루미나는 코팅되지 않은 알루미나와 비교해 단위질량당 높은 아비산염의 제거를 보여주었으나, 매킨나와이트의 코팅에 의한 흡착량 증가를 보이지 않았다. 활성 알루미나는 높은 비표면적을 지니고 있어 반응성 높은 수산화작용기(hydroxyl functional group)가 다수 존재했고, 이로 인해 코팅된 매킨나와이트에 의한 아비산염의 제거가 중요하지 않았다. 반면 알루미나는 매킨나와이트 코팅에 의해 향상된 아비산염의 제거율을 보였는데, 이것은 알루미나에 존재한 수산화작용기가 아비산염과의 표면배위결합(surface complexation)에 소모되고, 코팅된 매킨나와이트에 의한 부가적인 흡착이 일어났기 때문이다. 코팅된 알루미나는 이전에 연구된 코팅된 실리카와 비교해보면 단위 비표면적당 매킨나와이트의 코팅량이 약 8배 높았으며, 더 높은 아비산염에 대한 흡착력을 보였다. 따라서 본 연구의 결과는 코팅된 알루미나는 투과반응벽의 설치에 적합한 물질이고, 특히 아비산염으로 오염된 지하수의 정화에 유용하게 적용될 수 있음을 지시하고 있다. Due to the large specific surface area and great reactivity toward environmental contaminants, nanocrystalline mackinawite (FeS) has been widely applied for the remediation of contaminated groundwater and soil. Furthermore, nanocrystalline FeS is rather thermodynamically stable against anoxic corrosion, and its reactivity can be regenerated continuously by the activity of sulfate-reducing bacteria. However, nanocrystalline mackinawite is prone to either spread out along the groundwater flow or cause pore clogging in aquifers by particle aggregation. Accordingly, this mineral should be modified for the application of permeable reactive barriers (PRBs). In this study, coating methods were investigated by which mackinawite nanoparticles were deposited on the surface of alumina or activated alumina. The amount of FeS coating was found to significantly vary with pH, with the highest amount occurring at pH ~6.9 for both minerals. At this pH, the surfaces of mackinawite and alumina (or activated alumina) were oppositely charged, with the resultant electrostatic attraction making the coating highly effective. At this pH, the coating amounts by alumina and activated alumina were 0.038 and 0.114 <TEX>$mmol{\cdot}FeS/g$</TEX>, respectively. Under anoxic conditions, arsenite sorption experiments were conducted with uncoated alumina, uncoated activated alumina, and both minerals coated with FeS at the optimal pH for comparison of their reactivity. Uncoated activated alumina showed the higher arsenite removal compared to uncoated alumina. Notably, the arsenite sorption capacity of activated alumina was little changed by the coating with FeS. This might be attributed to the abundance of highly reactive hydroxyl functional groups (<TEX>${\equiv}$</TEX>AlOH) on the surface of activated alumina, making the arsenite sorption by the coated FeS unnoticeable. In contrast, the arsenite sorption capacity of alumina was found to increase substantially by the FeS coating. This was due to the consumption of the surface hydroxyl functional groups on the alumina surface and the subsequent occurrence of As(III) sorption by the coated FeS. Alumina, on the surface area basis, has about 8 times higher FeS coating amount and higher As(III) sorption capacity than silica. This study indicates that alumina is a better candidate than silica for the coating of nanocrystalline mackinawite.

Application of permeable reactive barriers near roads for chloride ions removal

Application of permeable reactive barriers near roads for chloride ions removal One of the most critical sources of pollutants are road run-offs. Road run-off is a complex mixture of toxicants e.g. heavy metals, de-icing agents, organic compounds and water suspensions of solid substances. One of the most negative impact on the environment has sodium chloride which is used as de-icing agent. In the case of incorrect environment protection in the vicinity of roads pollutants may migrate to groundwater causing hazard to sources of potable water. One of the methods to prevent the migration of pollutants to groundwater is imposing the flow of polluted water through a reactive material filling a permeable reactive barrier (PRB). This paper examines the feasibility of selected reactive materials for the reduction chlorides concentration in road run-offs. Four different reactive materials: zero valent-iron, activated carbon, zeolite and geza rock have been chosen for studies. The tests results indicated that the most popular reactive materials used in PRB technology, activated carbon and zero-valent iron, removed exhibited the highest efficiency in chloride ions removal. Moreover, the composition of road run-off in samples collected along roads in Warsaw was determinated.

Application of permeable reactive barrier for reduction of nitrogen load in the agricultural areas — preliminary results

Demographic and socioeconomic pressures resulted in increase of agricultural production, which in turn led to increase in nitrate pollution to groundwater. Biotechnologies create an opportunity to boost the efficiency of groundwater treatment at the ecosystem scale. The aim of the study was to build an underground denitrifying barrier around the manure storing place composed of organic material and to monitor its effectiveness. It was constructed by burying pine sawdust mixes with soil perpendicular to ground-water flow. The preliminary groundwater monitoring gave the average concentration of Ntot equal to 704mg dm−3, NO3-N equal to 228mg dm−3andNH4-N to 347mg dm−3. Preliminary results showed nearly 90% reduction of all forms of nitrogen. The applied technology seems to be an inexpensive tool for diminishing nitrate loads into surface waters and for achieving good ecological status of the entire catchment, as required by the Water Framework Directive.

Characterization and Performance of Granular Iron as Reactive Media for TCE degradation by Permeable Reactive Barriers

The application of Permeable Reactive Barriers (PRBs), an innovative clean-up technology for in-situ groundwater remediation, represents an effective alternative to traditional pump-and-treat systems and has raised strong interest during recent years. From recent statistics of the Italian Water Research Institute (IRSA), trichloroethylene (TCE) from industrial activities is the most widespread contaminant in groundwater. The goal of the research was to test the suitability and performance of a high purity granular iron reactive medium for TCE degradation by PRBs. The suitability was evaluated based on chemical and physical characteristics of the material and the performance of the granular iron, in terms of TCE removal efficiency, was evaluated by column tests.The experimental results showed that the characteristics of the granular iron are suitable for application as a reactive medium, since the hydraulic conductivity values were fully consistent with those reported in the literature, and the leaching tests indicated a reduced release of heavy metals. The overall removal efficiency of TCE was higher than 97% in all the tests performed at the flow rate of 0.25 cm3 min-1 (corresponding to a groundwater flow velocity of 0.37 m d-1) both for the 100% iron and the iron-sand columns. Moreover, TCE degradation around 60% was observed even in the first section of the columns fortypical groundwater flow velocity. The TCE reduction in the outlet stream was confirmed by the assessment of chlorine mass balance and by the absence of any reaction intermediate detected by GC-MS.Finally, the concentration profiles in the columns were not in agreement with those expected for a chemistry-controlled kinetic regime. This suggests that TCE degradation rate may have been limited by precipitation phenomena, hindering the contaminant transport to the iron surface.