Kurikami Hiroshi, Kitamura Akihiro, Yokuda Satoru Thomas, Onishi Yasuo
Japan Atomic Energy Agency (JAEA), Sector of Fukushima Research and Development, 4-33 Muramatsu, Tokai-mura, Naka-gun, Ibaraki 319-1194, Japan.
Pacific Northwest National Laboratory (PNNL), Fluid & Computational Engineering, 902 Battelle Boulevard, P.O. Box 999, MSIN K7-15, Richland, WA 99352, USA.
J Environ Radioact. 2014 Nov;137:10-17. doi: 10.1016/j.jenvrad.2014.06.013. Epub 2014 Jun 28.
We performed a simulation of sediment and (137)Cs behaviors in the Ogaki Dam Reservoir, one of the main irrigation reservoirs in the Fukushima prefecture, Japan, during a heavy rainfall event occurred in 2013. The one-dimensional river and reservoir simulation scheme TODAM, Time-dependent One-dimensional Degradation and Migration, was applied for calculating the time dependent migration of sediment and (137)Cs in dissolved and sediment-sorbed forms in the reservoir. Continuous observational data achieved in the upper rivers were used as the input boundary conditions for the simulation. The simulation results were compared with the continuous data achieved in the lower river and we confirmed the predicted values of sediment and (137)Cs in sediment-sorbed form at the exit of reservoir satisfactorily reproduced the observational data. We also performed sediment and (137)Cs behavioral simulation by changing the water level of the reservoir, because such a dam operation could control the quantities of sediment and (137)Cs discharge from and/or deposition in the reservoir. The simulation clarified that the reservoir played an important role to delay and buffer the movement of radioactive cesium in heavy rainfall events and the buffer effect of the reservoir depended on particle sizes of suspended sediment and the water level. It was also understood that silt deposition was the main source of the bed contamination (except for the initial fallout impact), while clay was the main carrier of (137)Cs to the lower river at a later stage of rainfall events.
我们对日本福岛县主要灌溉水库之一的大垣大坝水库在2013年一场暴雨期间的沉积物和(137)铯行为进行了模拟。采用一维河流和水库模拟方案TODAM(随时间变化的一维降解与迁移)来计算水库中溶解态和吸附在沉积物上的沉积物及(137)铯随时间的迁移情况。将上游河流获得的连续观测数据用作模拟的输入边界条件。将模拟结果与下游河流获得的连续数据进行比较,我们确认了水库出口处吸附在沉积物上的沉积物和(137)铯的预测值令人满意地再现了观测数据。我们还通过改变水库水位进行了沉积物和(137)铯行为模拟,因为这样的大坝运行可以控制沉积物和(137)铯从水库的排出量和/或在水库中的沉积量。模拟结果表明,在暴雨事件中,水库对延迟和缓冲放射性铯的迁移起到了重要作用,水库的缓冲效果取决于悬浮沉积物的粒径和水位。还了解到,粉砂沉积是河床污染的主要来源(除了初始沉降影响),而在降雨事件后期,黏土是(137)铯向下游河流迁移的主要载体。