Davis B M, Istok J D, Semprini L
Department of Civil, Construction and Environmental Engineering, Oregon State University, Corvallis 97331, USA.
J Contam Hydrol. 2002 Sep;58(1-2):129-46. doi: 10.1016/s0169-7722(02)00010-4.
Naturally occurring radon in groundwater can be used as an in situ partitioning tracer for locating and quantifying non-aqueous phase liquid (NAPL) contamination in the subsurface. When combined with the single-well, push-pull test, this methodology has the potential to provide a low-cost alternative to inter-well partitioning tracer tests. During a push-pull test, a known volume of test solution (radon-free water containing a conservative tracer) is first injected ("pushed") into a well; flow is then reversed and the test solution/groundwater mixture is extracted ("pulled") from the same well. In the presence of NAPL radon transport is retarded relative to the conservative tracer. Assuming linear equilibrium partitioning, retardation factors for radon can be used to estimate NAPL saturations. The utility of this methodology was evaluated in laboratory and field settings. Laboratory push-pull tests were conducted in both non-contaminated and trichloroethene NAPL (TCE)-contaminated sediment. The methodology was then applied in wells located in non-contaminated and light non-aqueous phase liquid (LNAPL)-contaminated portions of an aquifer at a former petroleum refinery. The method of temporal moments and an approximate analytical solution to the governing transport equations were used to interpret breakthrough curves and estimate radon retardation factors; estimated retardation factors were then used to calculate TCE saturations. Numerical simulations were used to further investigate the behavior of the breakthrough curves. The laboratory and field push-pull tests demonstrated that radon retardation does occur in the presence of TCE and LNAPL and that radon retardation can be used to calculate TCE saturations. Laboratory injection-phase test results in TCE-contaminated sediment yielded radon retardation factors ranging from 1.1 to 1.5, resulting in calculated TCE saturations ranging from 0.2 to 0.9%. Laboratory extraction-phase test results in the same sediment yielded a radon retardation factor of 5.0, with a calculated TCE saturation of 6.5%. Numerical simulation breakthrough curves provided reasonably good matches to the approximate analytical solution breakthrough curves. However, non-equilibrium radon partitioning and heterogeneous TCE distributions may affect the retardation factors and TCE saturation estimates.
地下水中天然存在的氡可作为一种原位分配示踪剂,用于定位和量化地下非水相液体(NAPL)污染。与单井推挽试验相结合时,该方法有可能为井间分配示踪剂试验提供一种低成本替代方案。在推挽试验中,首先将已知体积的试验溶液(含保守示踪剂的无氡水)注入(“推”)井中;然后使水流反向,从同一口井中提取(“拉”)试验溶液/地下水混合物。在存在NAPL的情况下,氡的运移相对于保守示踪剂会受到阻滞。假设为线性平衡分配,氡的阻滞因子可用于估算NAPL饱和度。在实验室和现场环境中对该方法的实用性进行了评估。在未受污染和受三氯乙烯NAPL(TCE)污染的沉积物中进行了实验室推挽试验。然后将该方法应用于位于某前石油精炼厂含水层未受污染和受轻质非水相液体(LNAPL)污染区域的井中。采用时间矩法和控制运移方程的近似解析解来解释突破曲线并估算氡的阻滞因子;然后用估算出的阻滞因子来计算TCE饱和度。利用数值模拟进一步研究突破曲线的行为。实验室和现场推挽试验表明,在存在TCE和LNAPL的情况下确实会发生氡的阻滞现象,并且氡的阻滞可用于计算TCE饱和度。在受TCE污染的沉积物中进行的实验室注入阶段试验结果得出氡的阻滞因子范围为1.1至1.5,计算得出的TCE饱和度范围为0.2至0.9%。在同一沉积物中进行的实验室提取阶段试验结果得出氡的阻滞因子为5.0,计算得出的TCE饱和度为6.5%。数值模拟突破曲线与近似解析解突破曲线匹配度较好。然而,非平衡氡分配和TCE的非均一分布可能会影响阻滞因子和TCE饱和度估算值。