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首页> 外文期刊>Environmental Science & Technology >Large-Scale Field Study on Thin-Layer Capping of Marine PCDD/F- Contaminated Sediments in Grenlandfjords, Norway: Physicochemical Effects
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Large-Scale Field Study on Thin-Layer Capping of Marine PCDD/F- Contaminated Sediments in Grenlandfjords, Norway: Physicochemical Effects

机译:挪威格伦兰峡湾海洋PCDD / F污染沉积物的薄层覆盖的大型现场研究:物理化学作用

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摘要

A large-scale field experiment on in situ thin-layer capping was carried out in the polychlorinated dibenzodioxin and dibenzofuran {PCDD/F) contaminated Grenlandsfjords, Norway. The main focus of the trial was to test the effectiveness of active caps (targeted thickness of 2.5 cm) consisting of powdered activated carbon (AC) mixed into locally dredged clean clay. Nonactive caps (targed thickness of 5 cm) consisting of clay without AC as well as crushed limestone were also tested. Fields with areas of 10 000 to 40 000 m~2 were established at 30 to 100 m water depth. Auxiliary shaken laboratory batch experiments showed that 2% of the applied powdered AC substantially reduced PCDD/F porewater concentrations, by >90% for tetra-, penta- and hexa-dorinated congeners to 60-70% for octachlorinated ones. In-situ AC profiles revealed that the AC was mixed into the sediment to 3 to 5 cm depth in 20 months. Only around 25% of the AC was found inside the pilot fields. Sediment-to-water PCDD/F fluxes measured by in situ diffusion chambers were significantly lower at the capped fields than at reference fields in the same fjord, reductions being largest for the limestone (50-90%) followed by clay (50-70%), and the AC + clay (60%). Also reductions in overlying aqueous PCDD/F concentrations measured by passive samplers were significant in most cases (20-40% reduction), probably because of the large size of the trial fields. The AC was less effective in the field than in the laboratory, probably due to prolonged sediment-to-AC mass transfer times for PCDD/Fs and field factors such as integrity of the cap, new deposition of contaminated sediment particles, and bioturbation. The present field data indicate that slightly thicker layers of limestone and dredged clay can show as good physicochemical effectiveness as thin caps of AC mixed with clay, at least for PCDD/Fs during the first two years after cap placement.
机译:在多氯二苯并二恶英和二苯并呋喃(PCDD / F)污染的挪威格伦兰峡湾进行了原位薄层封盖的大规模现场试验。该试验的主要重点是测试将粉末状活性炭(AC)混合到局部挖出的干净粘土中的活性覆盖层(目标厚度为2.5厘米)的有效性。还测试了由不含AC的粘土和碎石灰石组成的非活性瓶盖(密封厚度为5 cm)。在30至100 m的水深处建立了10,000至40,000 m〜2的区域。辅助摇动的实验室批量实验表明,施加的2%粉末状AC大大降低了PCDD / F孔隙水的浓度,四,五和六齿精矿同源物的PCDD / F孔隙水浓度降低了90%以上,而八氯气同质异构体的PCD / F孔隙水浓度降低了60-70%。原位AC剖面表明,在20个月内将AC混入沉积物中至3至5 cm深度。在试验场内仅发现约25%的空调。在相同的峡湾中,通过封顶场原位扩散室测得的沉积物到水的PCDD / F通量显着低于参考场,石灰岩的减少量最大(50-90%),其次是黏土的减少量(50-70) %)和AC +粘土(60%)。在大多数情况下,通过被动采样器测量的水上PCDD / F浓度的降低也很明显(降低20-40%),这可能是因为试验场的规模很大。交流电在田间的效率不及实验室有效,这可能是由于PCDD / Fs的沉积物到交流质量转移时间延长以及田间因素(如瓶盖的完整性,受污染的沉积物颗粒的新沉积和生物扰动)所致。当前的现场数据表明,稍厚的石灰岩层和疏clay的粘土层可以显示出与薄薄的AC和粘土混合的薄帽一样好的物理化学效果,至少在帽盖放置后的头两年对PCDD / F而言。

著录项

  • 来源
    《Environmental Science & Technology》 |2012年第21期|12030-12037|共8页
  • 作者单位

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway,Institute for Plant and Environmental Sciences (IPM), University of Life Sciences (UMB), P.O. Box 5003, 1432 As, Norway,Department of Applied Environmental Sciences (ITM), Stockholm University, SE-10691 Stockholm, Sweden;

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway,VCDM Consult GmbH, Neue Bergstrafle 13, 64665 Alsbach, Germany;

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway;

    Norwegian Institute for Water Research, Marine Contaminants, Gaustadalleen 21, NO-0349 Oslo, Norway;

    Norwegian Institute for Water Research, Marine Contaminants, Gaustadalleen 21, NO-0349 Oslo, Norway;

    Department of Systems Ecology, Stockholm University, SE-10691 Stockholm, Sweden;

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway,Department of Geosciences, University of Oslo, Oslo, Norway;

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway;

    Environmental Engineering, Norwegian Geotechnical Institute, P.O Box 3930 Ullevaal, NO-0806 Oslo, Norway;

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