Sotiri Klajdi, Hilgert Stephan, Mannich Michael, Bleninger Tobias, Fuchs Stephan
Department of Aquatic Environmental Engineering, Institute for Water and River Basin Management, Karlsruhe Institute of Technology, Karlsruhe, Germany.
Department of Aquatic Environmental Engineering, Institute for Water and River Basin Management, Karlsruhe Institute of Technology, Karlsruhe, Germany.
J Environ Manage. 2021 Jun 1;287:112298. doi: 10.1016/j.jenvman.2021.112298. Epub 2021 Mar 14.
Siltation has significant economic and social impacts as it directly reduces the useable amount of water in reservoirs. Giving a solution to the issue of sedimentation is a complicated task and maybe one of the most important engineering and environmental challenges of the 21 century. The deposited volume and the distribution pattern of the sediment are often unknown and not easy to assess. The sedimentation process is highly dynamic, initially due to the hydrological conditions of the incoming rivers, but also due to common internal phenomena like resuspension or density currents. Sediment remediation measures such as mechanical sediment removal or flushing are planned based on the sediment thickness distribution and the overall sediment volume/mass. Often, the sediment thickness is calculated through topographic differencing between the pre-impoundment reservoir lake bottom and the actual lake bottom. However, it is common that the previous depth distribution map is not available or in insufficient quality. In this regard, alternative measurement techniques have to be taken into consideration. In this study, we assessed the best possible approach depending on the characteristics of the sediment and of the reservoir. We combined three different acoustic systems (a multibeam, a sub-bottom profiler, and a single beam dual frequency system) with sediment coring and dynamic free fall penetrometer measurements for an improved assessment of sediment stock and sediment distribution in the Passaúna Reservoir. Our results showed that topographic differencing could not be applied, as the data for the pre-impoundment lake bottom was insufficiently accurate. The parametric sub-bottom profiler could detect the sediment thickness in high accuracy, but significant limitations were recorded in areas with high gas contents. The dual-frequency echosounder derived the sediment thickness with a normalized mean absolute error of 56% due to the high volumetric gas content in the sediment. The dynamic free-fall penetrometer showed satisfying results compared to the other systems. The normalized mean absolute error was 22%, and sediment thickness could be detected in areas with up to 1.8 m of sediment. Sediment coring is also a reliable technique for sediment thickness determination. However, the results showed that if only traditional coring devices are used (gravity corer), the limited penetration depth of the equipment combined with sampling disturbances often prevent a correct assessment of the sediment thickness. The overall results of this study can help for an improved decision-making regarding reservoir management. The accurate assessment of sediment volume and distribution can reduce costs for sediment removal and assist in having a precise overview of the reservoir lifetime.
淤积具有重大的经济和社会影响,因为它会直接减少水库的可用水量。解决淤积问题是一项复杂的任务,可能是21世纪最重要的工程和环境挑战之一。沉积物的沉积量和分布模式往往未知且不易评估。沉积过程具有高度动态性,最初是由于流入河流的水文条件,但也由于诸如再悬浮或密度流等常见的内部现象。诸如机械清淤或冲洗等沉积物修复措施是根据沉积物厚度分布和沉积物总体积/质量来规划的。通常,沉积物厚度是通过蓄水前水库湖底与实际湖底之间的地形差分来计算的。然而,以前的深度分布图通常不可用或质量不佳。在这方面,必须考虑替代测量技术。在本研究中,我们根据沉积物和水库的特征评估了最佳方法。我们将三种不同的声学系统(多波束、浅地层剖面仪和单波束双频系统)与沉积物取芯和动态自由落体贯入仪测量相结合,以改进对帕索乌纳水库沉积物储量和沉积物分布的评估。我们的结果表明,由于蓄水前湖底数据不够准确,无法应用地形差分法。参数式浅地层剖面仪能够高精度地检测沉积物厚度,但在气体含量高的区域记录到了显著局限性。由于沉积物中气体体积含量高,双频回声测深仪得出的沉积物厚度归一化平均绝对误差为56%。与其他系统相比,动态自由落体贯入仪显示出令人满意的结果。归一化平均绝对误差为22%,在沉积物厚度达1.8米的区域也能检测到沉积物厚度。沉积物取芯也是确定沉积物厚度的可靠技术。然而,结果表明,如果仅使用传统的取芯设备(重力取芯器),设备有限的穿透深度加上采样干扰往往会妨碍对沉积物厚度的正确评估。本研究的总体结果有助于改善水库管理决策。沉积物体积和分布的准确评估可以降低清淤成本,并有助于精确了解水库寿命。