Yang Jie, Graf Thomas, Ptak Thomas
Institute of Fluid Mechanics in Civil Engineering, Leibniz Universität Hannover, Appelstr. 9A, 30167 Hannover, Germany.
Institute of Fluid Mechanics in Civil Engineering, Leibniz Universität Hannover, Appelstr. 9A, 30167 Hannover, Germany.
J Contam Hydrol. 2015 Jun-Jul;177-178:107-21. doi: 10.1016/j.jconhyd.2015.03.014. Epub 2015 Apr 8.
Climate change is expected to induce sea level rise in the German Bight, which is part of the North Sea, Germany. Climate change may also modify river discharge of the river Weser flowing into the German Bight, which will alter both pressure and salinity distributions in the river Weser estuary. To study the long-term interaction between sea level rise, discharge variations, a storm surge and coastal aquifer flow dynamics, a 3D seawater intrusion model was designed using the fully coupled surface-subsurface numerical model HydroGeoSphere. The model simulates the coastal aquifer as an integral system considering complexities such as variable-density flow, variably saturated flow, irregular boundary conditions, irregular land surface and anthropogenic structures (e.g., dyke, drainage canals, water gates). The simulated steady-state groundwater flow of the year 2009 is calibrated using PEST. In addition, four climate change scenarios are simulated based on the calibrated model: (i) sea level rise of 1m, (ii) the salinity of the seaside boundary increases by 4 PSU (Practical Salinity Units), (iii) the salinity of the seaside boundary decreases by 12 PSU, and (iv) a storm surge with partial dyke failure. Under scenarios (i) and (iv), the salinized area expands several kilometers further inland during several years. Natural remediation can take up to 20 years. However, sudden short-term salinity changes in the river Weser estuary do not influence the salinized area in the coastal aquifer. The obtained results are useful for coastal engineering practices and drinking water resource management.
预计气候变化将导致德国湾海平面上升,德国湾是北海的一部分。气候变化还可能改变流入德国湾的威悉河的河流量,这将改变威悉河河口的压力和盐度分布。为了研究海平面上升、流量变化、风暴潮和沿海含水层流动动力学之间的长期相互作用,使用完全耦合的地表-地下数值模型HydroGeoSphere设计了一个三维海水入侵模型。该模型将沿海含水层模拟为一个整体系统,考虑了诸如变密度流、非饱和流、不规则边界条件、不规则陆地表面和人为构造(如堤坝、排水渠、水闸)等复杂因素。利用PEST对2009年模拟的稳态地下水流进行了校准。此外,基于校准模型模拟了四种气候变化情景:(i)海平面上升1米,(ii)海边边界盐度增加4个实用盐度单位(PSU),(iii)海边边界盐度降低12个PSU,以及(iv)堤坝部分失效的风暴潮。在情景(i)和(iv)下,盐渍化区域在几年内会向内陆扩展数公里。自然修复可能需要长达20年的时间。然而,威悉河河口突然的短期盐度变化不会影响沿海含水层中的盐渍化区域。所得结果对海岸工程实践和饮用水资源管理有用。