Department of Civil and Environmental Engineering, Henry Samueli School of Engineering, University of California , Irvine, California 92697, United States.
Environ Sci Technol. 2014 Oct 7;48(19):11369-78. doi: 10.1021/es501694k. Epub 2014 Sep 22.
A simple analytical model is presented for the removal of stream-borne contaminants by hyporheic exchange across duned or rippled streambeds. The model assumes a steady-state balance between contaminant supply from the stream and first-order reaction in the sediment. Hyporheic exchange occurs by bed form pumping, in which water and contaminants flow into bed forms in high-pressure regions (downwelling zones) and out of bed forms in low-pressure regions (upwelling zones). Model-predicted contaminant concentrations are higher in downwelling zones than upwelling zones, reflecting the strong coupling that exists between transport and reaction in these systems. When flow-averaged, the concentration difference across upwelling and downwelling zones drives a net contaminant flux into the sediment bed proportional to the average downwelling velocity. The downwelling velocity is functionally equivalent to a mass transfer coefficient, and can be estimated from stream state variables including stream velocity, bed form geometry, and the hydraulic conductivity and porosity of the sediment. Increasing the mass transfer coefficient increases the fraction of streamwater cycling through the hyporheic zone (per unit length of stream) but also decreases the time contaminants undergo first-order reaction in the sediment. As a consequence, small changes in stream state variables can significantly alter the performance of hyporheic zone treatment systems.
提出了一个简单的分析模型,用于研究在沙丘或波纹河床中通过渗流交换去除河流携带的污染物。该模型假设污染物的供应与沉积物中的一级反应之间存在稳态平衡。渗流交换是通过床形泵吸作用发生的,其中水和污染物在高压区(下降流区)流入床形区,并在低压区(上升流区)流出床形区。模型预测的污染物浓度在下降流区高于上升流区,反映了这些系统中存在的强烈的输运与反应耦合。在平均流的情况下,上升流区和下降流区之间的浓度差驱动一个净污染物通量进入沉积物床,与平均下降速度成正比。下降速度与传质系数具有功能等效性,可根据包括水流速度、床形几何形状以及沉积物的水力传导率和孔隙率在内的河流状态变量来估计。增加传质系数会增加流经渗流区的部分(单位长度的河流),但也会减少污染物在沉积物中进行一级反应的时间。因此,河流状态变量的微小变化会显著改变渗流区处理系统的性能。