Preventing surface deposition of chromium with asphalt caps at chromite ore processing residue sites: a case study

被引:7
|
作者
Henry, Karen S.
Petura, John C.
Brooks, Steven
Dentico, Steven
Kessel, Stephen A.
Harris, Mark
机构
[1] Appl Environm Management Inc, Malvern, PA 19355 USA
[2] Brown & Caldwell, Tucson, AZ 85701 USA
[3] Brown & Caldwell, Allendale, NJ 07401 USA
[4] ChemRisk Inc, Houston, TX 77042 USA
关键词
capillary rise; chromite ore processing residue; chromate; hexavalent chromium; composite asphalt cap; evaporation;
D O I
10.1139/T07-029
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Caps were constructed on chromite ore processing residue (COPR) sites in the Kearny, New Jersey, area between 1989 and 1994 to prevent human exposure to hexavalent chromium (Cr(VI)). The caps comprise geotextile overlain by 100 mm of dense graded aggregate (DGA) and 100 mm of hot mix asphalt (HMA). Prior to constructing these "composite asphalt caps" (CACs), Cr(VI) was sometimes deposited on surface soils as chromate (salts) during evaporative periods. We initially thought the geotextile and DGA acted as a capillary barrier, stopping capillary water rise, but site inspection revealed that the DGA and geotextile were too moist to perform this function. Further study included a literature review, DGA capillary rise estimates, in situ measurement of soil-water content over 7 months at a representative COPR site, and numerical modeling of matric suction gradients induced by evaporation. The collective results reveal that the CACs eliminate upward matric suction gradients from the COPR-soil through the DGA, thereby precluding surface chromate deposition. Even during evaporative periods, the low unsaturated hydraulic conductivity of the HMA restricts upward movement of moisture and soluble chromate from underlying COPR-soil. In contrast, there are almost always upward matric suction gradients in uncapped COPR-soil.
引用
收藏
页码:814 / 839
页数:26
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