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首页> 外文期刊>Journal of Contaminant Hydrology >Field-scale physical non-equilibrium transport in an alluvial gravel aquifer
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Field-scale physical non-equilibrium transport in an alluvial gravel aquifer

机译:冲积砾石含水层中的田间规模的物理非平衡运移

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The effects of pore--water velocity (υ), transport distance (L), and hydraulic residence time (L/υ_m' in which subscript m retbrs to mobile region) on the tYaction of mobile water (β), mass transfer rate (α), and longitudinal dispersivity (λ) were evaluated from 53 breakthrough curves of a conservative tracer (rhodamine WT), observed from tracer experiments conducted at a field site. The individual effects of hydraulic conductivity (K) and hydraulic gradient (I), which determine υ, were also evaluated. A three-dimensional non--equilibrium analytical model, N3DADE, was used to analyze the data, combined with a modified method of moments for estimation of pore-water velocity. At υ values of 5--104 m/day in an alluvial gravel aquifer, the following significant tendencies were found: (1)β and α increased while λ decreased with increasing υ and K; (2)α decreased while λ increased with increasing L and L/υ_m; (3) there was no significant relationship between β and α and betweenβ and λ but α had a strong inverse correlation with λ. The results of this study suggest that both aquifer properties (K) and fluid dynamics (I and L/υ_m), as well as transport scale (L), were controlling factors in physical non-equilibrium transport and parameter interrelationships. βwas largely a property of the aquifer medium, while α and λ appeared to be properties of both aquifer medium and fluid. There was significant ‘immobile water' in the alluvial gravel aquifer system, probably resulting from aquifer heterogeneity, in which slow mixing between zones of contrasting permeability was important.
机译:孔隙水速度(υ),输送距离(L)和水力停留时间(L /υ_m',其中下标m转移到流动区域)对流动水的反应(β),传质速率(β)的影响根据保守示踪剂(若丹明WT)的53条穿透曲线评估了α)和纵向分散度(λ),该曲线在现场进行了示踪剂实验。还评估了确定υ的水力传导率(K)和水力梯度(I)的各个影响。三维非平衡分析模型N3DADE用于分析数据,并结合改进的矩量法估算孔隙水速度。在冲积砾石含水层的υ值为5--104 m / day时,发现以下明显的趋势:(1)β和α随着υ和K的增加而增加,而λ减小; (2)随着L和L /υ_m的增加,α减小,而λ增大。 (3)β与α之间以及β与λ之间没有显着的关系,但α与λ有很强的反相关性。这项研究的结果表明,含水层性质(K)和流体动力学(I和L /υ_m)以及输运规模(L)都是物理非平衡输运和参数相互关系的控制因素。 β很大程度上是含水层介质的特性,而α和λ似乎是含水层介质和流体的特性。冲积砾石含水层系统中存在大量的“固定水”,这很可能是由于含水层的非均质性造成的,其中渗透率不同的区域之间的缓慢混合非常重要。

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