Federal University of São Paulo (UNIFESP), Rua Prof. Artur Riedel, 275, Jd. Eldorado, Diadema, SP 09972-270, Brazil.
School of Geography, Earth and Environmental Sciences, University of Birmingham, Birmingham B15 2TT, UK.
Sci Total Environ. 2015 Feb 1;505:236-52. doi: 10.1016/j.scitotenv.2014.09.083. Epub 2014 Oct 16.
The typically elevated natural attenuation capacity of riverbed-hyporheic zones is expected to decrease chlorinated hydrocarbon (CHC) groundwater plume discharges to river receptors through dechlorination reactions. The aim of this study was to assess physico-chemical processes controlling field-scale variation in riverbed-hyporheic zone dechlorination of a TCE groundwater plume discharge to an urban river reach. The 50-m long pool-riffle-glide reach of the River Tame in Birmingham (UK) studied is a heterogeneous high energy river environment. The shallow riverbed was instrumented with a detailed network of multilevel samplers. Freeze coring revealed a geologically heterogeneous and poorly sorted riverbed. A chlorine number reduction approach provided a quantitative indicator of CHC dechlorination. Three sub-reaches of contrasting behaviour were identified. Greatest dechlorination occurred in the riffle sub-reach that was characterised by hyporheic zone flows, moderate sulphate concentrations and pH, anaerobic conditions, low iron, but elevated manganese concentrations with evidence of sulphate reduction. Transient hyporheic zone flows allowing input to varying riverbed depths of organic matter are anticipated to be a key control. The glide sub-reach displayed negligible dechlorination attributed to the predominant groundwater baseflow discharge condition, absence of hyporheic zone, transition to more oxic conditions and elevated sulphate concentrations expected to locally inhibit dechlorination. The tail-of-pool-riffle sub-reach exhibited patchy dechlorination that was attributed to sub-reach complexities including significant flow bypass of a low permeability, high organic matter, silty unit of high dechlorination potential. A process-based conceptual model of reach-scale dechlorination variability was developed. Key findings of practitioner relevance were: riverbed-hyporheic zone CHC dechlorination may provide only a partial, somewhat patchy barrier to CHC groundwater plume discharges to a surface water receptor; and, monitoring requirements to assess the variability in CHC attenuation within a reach are expected to be onerous. Further research on transient hyporheic zone dechlorination is recommended.
河床-地下水过渡带的自然衰减能力通常较高,预计通过脱氯反应将氯化烃 (CHC) 地下水羽流排放物减少到河流受体。本研究的目的是评估控制河床-地下水过渡带脱氯的物理化学过程,该过程是 TCE 地下水羽流排放到城市河流河段的一个实例。在英国伯明翰的塔姆河(River Tame)研究的 50 米长的池滩-急流-缓流河段是一个异质高能量河流环境。浅河床配备了详细的多层采样器网络。冷冻取芯揭示了地质上不均匀和分选不良的河床。氯数减少方法提供了 CHC 脱氯的定量指标。确定了三个具有不同特征的亚河段。在具有地下水基流排放条件、缺氧条件、低铁但高锰浓度和硫酸盐还原证据的急流亚段,脱氯作用最大。预计允许输入有机物质到不同河床深度的瞬态地下水过渡带流将是一个关键控制因素。由于主要是地下水基流排放条件、缺乏地下水过渡带、向更有氧条件过渡以及硫酸盐浓度升高可能局部抑制脱氯作用,缓流亚段几乎没有脱氯作用。尾池-急流亚段表现出片状脱氯作用,这归因于亚段的复杂性,包括具有高脱氯潜力的低渗透性、高有机质、粉砂单元的显著水流旁路。开发了一个基于过程的河段脱氯变异性概念模型。与从业者相关的主要发现是:河床-地下水过渡带 CHC 脱氯可能只是对 CHC 地下水羽流排放到地表水受体的部分、有些片状的屏障;并且,预计评估河段内 CHC 衰减变异性的监测要求会很繁重。建议进一步研究瞬态地下水过渡带脱氯作用。